664 results on '"frost weathering"'
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2. Deterioration of volcanic tuffs from rock dwellings in Brhlovce (Slovakia) induced by freeze-thaw cycling studied by non-destructive tests and µCT visualization.
- Author
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Maľa, M., Greif, V., and Ondrášik, M.
- Abstract
The aim of this paper is to evaluate the effect of freeze-thaw-induced weathering of volcanic tuffs from the rock dwellings in the village of Brhlovce (Slovakia) based on a non-destructive and experimental study of tuff pore space properties. Traditional techniques for characterization of the porosity and pore size distribution and new experimental techniques like spontaneous imbibition (pore interconnection) or indicative rock pore structure method (pore size distribution) were compared with pore network models acquired by X-ray computed microtomography before and after freeze-thaw cycling in a custom-built thermodilatometer VLAP04. The results offer insight into how frost weathering altered the pore network of volcanic tuffs. Brhlovce tuffs are highly susceptible to frost damage due to their high porosity, pore interconnectivity, and bimodal pore size distribution pattern, where nanometric-sized micropores predominate over larger micrometric-sized capillary pores. Poromechanical principles were applied to confirm that ice crystallization initiates in well-connected micropores with a corresponding crystallization pressure below 10 MPa. After undergoing 100 freeze-thaw cycles with temperature oscillations ranging from − 10 to 10 °C, there was a significant increase in total porosity, pore interconnectivity, and rock permeability. Additionally, the pore size distribution was altered. These parameters influence the transport of fluids and the moisture regime in rock masses, which can serve as a precursor to physical and chemical weathering processes [ABSTRACT FROM AUTHOR]
- Published
- 2024
- Full Text
- View/download PDF
3. Quantifying frost weathering induced rock damage in high alpine rockwalls.
- Author
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Mayer, Till, Deprez, Maxim, Schröer, Laurenz, Cnudde, Veerle, and Draebing, Daniel
- Abstract
Frost weathering is a key mechanism of rock failure in periglacial environments and landscape evolution. At high alpine rockwalls, freezing regimes are a combination of diurnal and sustained seasonal freeze-thaw regimes and both influence frost cracking processes. Recent studies have tested the effectiveness of freeze-thaw cycles by measuring weathering proxies for frost damage in low-strength and grain-supported pore space rocks, but detecting frost damage in low-porosity and crackdominated alpine rocks is challenging due to small changes in these proxies that are close to the detection limit. Consequently, the assessment of frost weathering efficacy in alpine rocks may be flawed. In order to fully determine the effectiveness of both freezing regimes, freeze-thaw cycles and sustained freezing were simulated on low-porosity high-strength Dachstein limestone under temperature and moisture conditions that reflect those found in high alpine rockwalls. Frost-induced rock damage was uniquely quantified by combining X-ray computed micro-tomography (µCT), acoustic emission (AE) monitoring and frost cracking modelling. To differentiate between potential mechanisms of rock damage, thermal- and ice-induced stresses were simulated and compared with AE activity. µCT combined with AE data revealed frost damage on low-porosity alpine rocks with crack growth along pre-existing cracks with magnitudes dependent on the initial crack density. It was observed that diurnal freeze-thaw cycles have a higher frost cracking efficacy on alpine rocks compared to a seasonal sustained freezing regime. On north-facing high alpine rockfaces, the number of freeze-thaw cycles and the duration of sustained freezing conditions vary with elevation and seasonal climate. The experimental results establish a link between frost damage and elevation-dependent rockwall erosion rates, which has implications for hazard prediction in mountainous areas under a changing climate. [ABSTRACT FROM AUTHOR]
- Published
- 2023
- Full Text
- View/download PDF
4. Study on the Characteristics of Pore Change in Tuff under the Frost and Salt Action Using High-Precision CT Scanning Equipment.
- Author
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Chen, Lilei, Sun, Yue, Wang, Chao, Sha, Peng, Jin, Huijun, Liu, Minghao, and Li, Anyuan
- Subjects
VOLCANIC ash, tuff, etc. ,COMPUTED tomography ,MAGNESIUM sulfate ,SODIUM sulfate ,FREEZE-thaw cycles ,SALT ,EROSION - Abstract
Using high-precision CT scanning equipment, two series of tests on frost and salt weathering were conducted to investigate the characteristics of pore change in tuff. Experiments on frost and salt aging were performed with pieces of tuff from the same area of southeast China. One set of tuff samples was soaked in saturated sodium sulfate or magnesium sulfate solutions for 60 days. Another set of tuff samples were subjected to 60 freeze–thaw cycles after being submerged in saturated sodium sulfate or magnesium sulfate solutions for 48 h. Our study demonstrates that processes such as salt erosion and freeze–thaw affect the pore evolution of tuffs significantly. Tuff lost 1.56% of its mass after being submerged in magnesium sulfate solutions for 60 days, while tuff submerged in sodium sulfate solutions gained a negative 0.33% of its mass. After 60 freeze–thaw cycles, the mass loss of tuff samples immersed in sodium sulfate, magnesium sulfate, and distilled water solutions was 3.52%, 3.58%, and 3.82%, respectively. The average porosity of the magnesium sulfate and sodium sulfate test groups increased by 6.59% and 4.14%, respectively, when the number of days of salt erosion was extended from 10 to 60 days. The average porosity of tuff samples immersed in magnesium persulfate and sodium sulfate solutions increased by 2.25% and 2.18%, respectively, as the number of freeze–thaw cycles went from 10 to 60. [ABSTRACT FROM AUTHOR]
- Published
- 2023
- Full Text
- View/download PDF
5. Influences Driving and Limiting the Efficacy of Ice Segregation in Alpine Rocks.
- Author
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Mayer, T., Eppes, M., and Draebing, D.
- Subjects
- *
SOIL freezing , *THERMAL properties , *THERMAL stresses , *ROCK properties , *STRESS fractures (Orthopedics) , *ROCKFALL , *ACOUSTIC emission - Abstract
Rockwall erosion by rockfall is largely controlled by frost weathering in high alpine environments. As alpine rock types are characterized by crack‐dominated porosity and high rock strength, frost cracking observations from low strength and grain supported pore‐space rocks cannot be transferred. Here, we conducted laboratory experiments on Wetterstein limestone samples with different initial crack density and saturation to test their influence on frost cracking efficacy. We exposed rocks to real‐rockwall freezing conditions and monitored acoustic emissions as a proxy for cracking. To differentiate triggers of observed cracking, we modeled ice pressure and thermal stresses. Our results show initial full saturation is not a singular prerequisite for frost cracking. We also observe higher cracking rates in less‐fractured rock. Finally, we find that the temperature threshold for frost cracking in alpine rocks falls below −7°C. Thus, colder, north‐exposed rock faces in the Alps likely experience more frost cracking than southern‐facing counterparts. Plain Language Summary: Freezing results in the formation of ice that exerts stresses on fracture walls and draws in additional moisture to supply further growth and break down rocks, a process termed frost cracking. Frost cracking drives much erosion and rockfall in alpine environments. Here we test hypotheses from prior work about how frost cracking is impacted by saturation and rock properties. We exposed rock samples of different strength and saturation to identical freezing conditions in laboratory experiments. We monitored rock temperature and acoustic emissions (AE), assuming frost cracking produces the recorded AE hits. We find that initial full saturation is not required for frost cracking, as water transport is enhanced by fractures in alpine rocks. Furthermore, rock with initial higher short‐term strength showed more frost cracking because, we infer, of stiffness properties that make these rocks more brittle compared to lower strength rocks. Frost cracking occurred at a wide range of temperatures below freezing and was highest between −9 and −7°C. We thus conclude that frost cracking is most impacted by temperature and rock short‐term strength. In Alpine environments, this may result in more frost cracking and rockfall on colder north‐facing rockwalls than warmer southern exposures. Key Points: Initial saturation levels do not limit the efficacy of ice segregation in fractured alpine rocksRock initial crack density impacts rock stiffness and thermal properties and thus frost cracking efficacyThe "frost cracking window" temperature range is dependent on rock strength and crack‐controlled porosity in alpine rocks [ABSTRACT FROM AUTHOR]
- Published
- 2023
- Full Text
- View/download PDF
6. Study on the Characteristics of Pore Change in Tuff under the Frost and Salt Action Using High-Precision CT Scanning Equipment
- Author
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Lilei Chen, Yue Sun, Chao Wang, Peng Sha, Huijun Jin, Minghao Liu, and Anyuan Li
- Subjects
tuff ,frost weathering ,salt weathering ,pore ,high-precision CT ,Technology ,Engineering (General). Civil engineering (General) ,TA1-2040 ,Biology (General) ,QH301-705.5 ,Physics ,QC1-999 ,Chemistry ,QD1-999 - Abstract
Using high-precision CT scanning equipment, two series of tests on frost and salt weathering were conducted to investigate the characteristics of pore change in tuff. Experiments on frost and salt aging were performed with pieces of tuff from the same area of southeast China. One set of tuff samples was soaked in saturated sodium sulfate or magnesium sulfate solutions for 60 days. Another set of tuff samples were subjected to 60 freeze–thaw cycles after being submerged in saturated sodium sulfate or magnesium sulfate solutions for 48 h. Our study demonstrates that processes such as salt erosion and freeze–thaw affect the pore evolution of tuffs significantly. Tuff lost 1.56% of its mass after being submerged in magnesium sulfate solutions for 60 days, while tuff submerged in sodium sulfate solutions gained a negative 0.33% of its mass. After 60 freeze–thaw cycles, the mass loss of tuff samples immersed in sodium sulfate, magnesium sulfate, and distilled water solutions was 3.52%, 3.58%, and 3.82%, respectively. The average porosity of the magnesium sulfate and sodium sulfate test groups increased by 6.59% and 4.14%, respectively, when the number of days of salt erosion was extended from 10 to 60 days. The average porosity of tuff samples immersed in magnesium persulfate and sodium sulfate solutions increased by 2.25% and 2.18%, respectively, as the number of freeze–thaw cycles went from 10 to 60.
- Published
- 2023
- Full Text
- View/download PDF
7. Holocene warming of alpine rockwalls decreased rockwall erosion rates
- Author
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Draebing, Daniel, Mayer, Till, Jacobs, Benjamin, Binnie, Steven A., Dühnforth, Miriam, McColl, Samuel T., Draebing, Daniel, Mayer, Till, Jacobs, Benjamin, Binnie, Steven A., Dühnforth, Miriam, and McColl, Samuel T.
- Abstract
Alpine rockwall erosion studies suggest that deglaciated rockwalls in the European Alps are eroding slower today than at earlier times in the Holocene. Explanations for this have included a waned glacial debuttressing effect since the retreat of Last Glacial ice loads and the establishment of more moderate climates, but seldom have such explanations been robustly tested. We combine field data with modelling to reconstruct changes in rockwall erosion and associated climate drivers, in an alpine valley of the European Alps since the beginning of the Holocene. Paleo (Holocene to decadal-scale) erosion rates were calculated from talus accumulation below rockwalls, and compared with recent rates (2016–2019) measured from repeat laserscan surveys of the same rockwalls. We reconstructed the glacial retreat history in the valley, and modelled Holocene changes in permafrost distribution and frost cracking using calibrated rockwall temperature reconstructions. We found that rockwalls that have been free of glacier ice since ∼10 ka experienced higher Holocene-averaged erosion rates compared to recent erosion rates. Our modelling suggests this relates to periods of higher intensities of frost cracking and cycles of permafrost aggradation and degradation in the Holocene, relative to today. For a recently deglaciated high-elevation rockwall, erosion rates were 1–2 orders of magnitude greater than the lower-elevation sites, but decayed rapidly over time since deglaciation. A high, but rapidly decaying rate results from short-lived paraglacial adjustment, permafrost thaw and high frost cracking activity. Our findings suggest that periglacial activity strongly influences the rates and patterns of erosion of deglaciated alpine rockwalls. This helps to explain why paleo Holocene deglaciated rockwall erosion rates tend to exceed recent rates in the European Alps.
- Published
- 2024
8. FROST WEATHERING OF SELECTED TATRA ROCKS IN THE LIGHT OF LABORATORY TESTS.
- Author
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LUBERA, EWA, KRZEMIEŃ, KAZIMIERZ, and KRZAKLEWSKI, PAWEŁ
- Subjects
- *
FROST , *WEATHERING , *POROSITY , *GEOLOGICAL formations - Abstract
Frost weathering is one of the types of physical weathering. The goal of this study was to find out how the rates and ways of frost weathering vary, based on laboratory research studies. A variety of types of Tatra rocks, their mineral composition, degree of fissuring, various capabilities of absorption of water, and porosity, all determine the progress of the process of weathering as well as its dissimilar effects and products. Generally, the breaking apart and gradual disintegration of rock into smaller fragments are the results of weathering. Rock samples, intended to be studied in the laboratory, represented rock formations of different age and various geologic units of the Western Tatra Mountains. The laboratory research studies that were conducted simulated processes occurring under natural conditions, which allowed performing an analysis of the physical properties of rocks. The rocks of the greatest and the smallest resistance to frost weathering were identified based on a calculated frost weathering index. The significant resistance of the studied Tatra rocks is influenced by their low open porosity, low capability of absorption of water, rock toughness, high degree of sorting of rock grains (grain sizes are similar), low degree of fracturing of samples in their initial state, and the presence of cementing material filling in rock pores almost entirely. The influence of texture on the disintegration of rocks was not observed, whereas the presence of mineral veins in rocks determined the way they fell apart, which occurred in samples of fine-grained conglomerate. [ABSTRACT FROM AUTHOR]
- Published
- 2022
9. Experimental study of capillary water migration in vertically parallel-plate fractures in rock masses in cold regions.
- Author
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Wang, Liping, Li, Ning, Tian, Yanzhe, Liu, Naifei, and Xu, Shuanhai
- Abstract
The formation and growth of ice layers in fractured rock masses are one of the main causes of frost weathering in bedrock in cold regions. The growth of ice layers requires a continuous supply of water; when there is no nearby recharge water source on the Earth's surface, the water may migrate upward from deep groundwater to the ice layer through fractures. To study the migration of capillary water in vertical parallel-plate bedrock fractures in cold regions, the authors developed test equipment, simulated vertical parallel-plate fractures in rock masses with spliced samples of plexiglass plates, and carried out an experimental study on water migration with a temperature gradient. The experimental results and theoretical analysis of the parallel plates based on the Young–Laplace equation showed that, in the temperature ranges involved in cold regions, the effect of temperature gradients on capillary water migration in vertical parallel-plate fractures can be ignored. According to the Wenzel model combined with the fractal dimension theory of rock surfaces, the apparent contact angle for rock surfaces tends toward zero, indicating that rock surfaces are completely hydrophilic. Therefore, the height of capillary water migration in the vertical parallel-plate fractures of the rock mass in cold regions is mainly determined by the gap width. When the gap width is less than or equal to 0.1 mm, the height of capillary water migration in the fractures becomes significant. [ABSTRACT FROM AUTHOR]
- Published
- 2022
- Full Text
- View/download PDF
10. Topographic and Geologic Controls on Frost Cracking in Alpine Rockwalls.
- Author
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Draebing, Daniel and Mayer, Till
- Subjects
FROST ,FROST hazard ,GROWING season ,ATMOSPHERIC temperature ,CLIMATE change - Abstract
Frost weathering is a major control on rockwall erosion in Alpine environments. Previous frost cracking model approaches used air temperatures as a proxy for rock temperatures to drive frost weathering simulations on rockwall and on mountain scale. Unfortunately, the thermal rockwall regime differs from air temperature due to topographic effects on insolation and insulation, which affects frost weathering model results and the predicted erosion patterns. To provide a more realistic model of the rockwall regime, we installed six temperature loggers along an altitudinal gradient in the Swiss Alps, including two logger pairs at rockwalls with opposing aspects. We used the recorded rock surface temperatures to model rock temperatures in the upper 10 m of the rockwalls and as input data to run four different frost cracking models. We mapped fracture spacing and rock strength to validate the model results. Our results showed that frost cracking models are sensitive to thermal, hydraulic and mechanical parameters that affect frost cracking magnitude but frost cracking patterns in terms of peak location and affected rock mass remained consistent between varying input parameters. Thermo‐mechanical models incorporate rock strength and hydraulic properties and provided a frost cracking pattern at the rockwall scale that better reflects the measured fracture spacing. At the mountain scale, these models showed a pattern of increasing frost cracking with altitude, which is contrary to purely thermal models but consistent with observations of existing rockfall studies. Plain Language Summary: Frost weathering is an important mechanism in shaping rockwalls in Alpine environments. Previous studies developed either purely thermal or thermo‐mechanical models incorporating mechanical and hydraulic parameters to simulate this process. Both model types provide valuable insights about a process that is hard to measure. Previous model approaches used air temperature as input data. However, rock temperatures differ from air temperatures due to topography that changes the insolated surface of rockwalls and insulating snow cover. We measured rock temperatures directly at six rockwalls with different aspects along a large range of altitude. We used our data to run four existing frost weathering models. Our results show that rock type, the strength of rocks and water availability influence the frost weathering magnitude, but the location of cracking and the rockwall depth affected does not change. The frost cracking pattern should be reflected by the fracture network and the strength of rockwalls. We mapped fractures and measured rock strength and our results correspond better to thermo‐mechanical model results. Thermo‐mechanical model results show an increase in frost weathering with increasing altitude. This pattern is consistent with rockfall observations. In contrast, purely thermal models showed an inverse relationship with higher frost cracking at lower altitudes. Key Points: Temperature loggers provide rock temperature data that incorporates topographic effects on insolation and insulationSensitivity tests on frost cracking models showed differences of frost magnitude while frost cracking depth patterns were consistentThermo‐mechanical models incorporating rock strength and hydraulic properties produced more realistic altitudinal frost cracking patterns [ABSTRACT FROM AUTHOR]
- Published
- 2021
- Full Text
- View/download PDF
11. Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing
- Author
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Celine Thomachot-Schneider, Emilie Huby, Kevin Chalons, Xavier Drothière, and Patricia Vazquez
- Subjects
Frost weathering ,Capillary fringe ,Unidirectional freezing ,Strain gages ,Limestone ,Geography. Anthropology. Recreation ,Geology ,QE1-996.5 - Abstract
Abstract As a rule, usually only one face of the building stones of a monument is exposed to climatic variations. Penetration of temperature and humidity stress is unidirectional from the external surface while capillary absorption comes from the bottom part of the accumulation zones such as soil or cornice band. This configuration has to be taken into account in the setting of frost weathering tests in the laboratory. Formation of ice is accompanied by changed volumes and by movements of liquid water due to cryosuction. These phenomena lead to the dilatation of the porous network as assessed by strain gage monitoring. In this study, an experimental setting was developed to simulate the condition of a building stone submitted to frost and water supply by capillary absorption. Strain gages and thermocouples were attached to a limestone sample in order to assess thermal penetration and dilatation changes. Two types of saturation conditions were applied to the sample: water supply only by capillarity and water supply by capillarity after immersion during 48 h. Freeze-thaw cycles of 24-h freezing at − 15 °C and 24-h thawing at + 10 °C were performed. Results showed that deformation perpendicular to the freezing direction was negligible except for the fringe zone where it could reach 6 × 10−4. In contrast, on both sides of the wet fringe, a deformation parallel to the freezing direction occurred, corresponding to an expansion upon freezing and a contraction upon thawing, with an intensity correlated in both cases to saturation. This original test also showed the importance of the capillary fringe in the frost action on building stones that is not taken into account in classical frost weathering tests. And it is to be noted that the strain gages allowed to measure immediate damage before it reached the inside of the stone and before it could be visually perceived.
- Published
- 2018
- Full Text
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12. Thermal Weathering and Distribution of Mountain Rockwalls
- Author
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Vasile, Mirela, Vespremeanu-Stroe, Alfred, Radoane, Maria, editor, and Vespremeanu-Stroe, Alfred, editor
- Published
- 2017
- Full Text
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13. Extensive Frost Weathering Across Unglaciated North America During the Last Glacial Maximum.
- Author
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Marshall, J. A., Roering, J. J., Rempel, A. W., Shafer, S. L., and Bartlein, P. J.
- Subjects
- *
CHEMICAL weathering , *LAST Glacial Maximum , *SOLIFLUCTION , *GLACIATION , *GLACIAL climates , *PERIGLACIAL processes , *FROST - Abstract
In unglaciated terrain, the imprint of past glacial periods is difficult to discern. The topographic signature of periglacial processes, such as solifluction lobes, may be erased or hidden by time and vegetation, and thus their import diminished. Belowground, periglacial weathering, particularly frost cracking, may have imparted a profound influence on weathering and erosion rates during past climate regimes. By combining a mechanical frost‐weathering model with the full suite of Last Glacial Maximum climate simulations, we elucidate the meters‐deep magnitude and continent‐spanning expanse of frost weathering across unglaciated North America at ∼21 ka. The surprising extent of modeled frost weathering suggests, by proxy, the broad legacy of diverse periglacial processes. Complementing previous studies that championed the role of precipitation‐driven changes in Critical Zone evolution, our results imply an additional strong temperature control on surficial process efficacy across much of modern North America, both during glacial periods and modern climes. Plain Language Summary: Hillslopes and rivers are shaped by both modern and past climates. Climate and ecosystems drive how fast bedrock weathers, soil is produced, sediment moves downslope and rivers respond. We know that during glacial periods, unglaciated regions beyond the reach of ice sheets were much colder than today. By applying a frost‐weathering model (which predicts changes in porosity, and thus rock damage, due to growth of ice lenses) to Last Glacial Maximum paleoclimatic simulations, we demonstrate the surprising extent and magnitude of periglacial processes 21,000 years ago across much of North America. No matter which paleoclimate simulation one chooses, the results point to just how extensive frost weathering processes were during the last glacial period, and by extension, multiple glacial periods of earth's history. Based on the widespread occurrence of glacial‐period frost weathering over meter‐scale depths, we suggest that past cold climates have had a significant impact on modern landscapes, both through lingering impact on subsurface pathways for water and thus chemical weathering, and the rock damage that contributes to the rate at which rock disaggregates into sediment and potential instability due to nonsteady rates of hillslope and river processes. Key Points: Frost weathering was extensive in unglaciated North America during the Last Glacial Maximum (LGM)LGM frost weathering and by association other periglacial processes occupied an area at least 3x greater than the mapped permafrost extentInherited impacts from frost‐driven weathering during glacial periods has potential to influence modern Critical Zone function and form [ABSTRACT FROM AUTHOR]
- Published
- 2021
- Full Text
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14. Factors and Processes of Salt Lake Formation on Baikal Shore.
- Author
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Plyusnin, A. M., Ukraintsev, A. V., Chernyavskii, M. K., Peryazeva, E. G., and Angakhaeva, N. A.
- Subjects
SALT lakes ,DOLOMITE ,LAKE sediments ,CHEMICAL elements ,CALCIUM ions ,CARBON dioxide in water ,CARBONATE minerals ,WATER supply - Abstract
The article considers the conditions under which the water resources and chemistry are forming in the mineral Bormashovoe Lake, which lies on the Svyatoi Nos Peninsula on the eastern coast of Lake Baikal. The study was focused on water and free gas, which releases from bottom deposits and lakes in the Svyatoi Nos Peninsula. The results represent the analysis of water samples taken in ice-free and ice periods and studied to determine a wide range of chemical elements by up-to-date methods. The geological conditions existing in the region are considered. It is found that the rocks in the area near the lake are represented by eluvial deposits that have formed at intensive physical and, to a lesser extent, chemical weathering of granites. The recharge of the lake is shown to be mostly due to the discharge of fracture-vein and subsoil water, which form the specific geochemical pattern of lake water. In winter, the decomposition of organic residues of bottom sediments causes a change in the physicochemical conditions in lake water and increases its content of hydrocarbonate ion, calcium, magnesium, and rare-earth elements. Factor analysis was used to identify associations of elements which form under the effect of discharge of deep fracture-vein water, unconfined water enriched by decomposition products of rocks that had suffered the stage of frost weathering and lake water saturation by carbon dioxide in winter. Thermodynamic modeling showed that equilibrium exists in the lake with respect to calcite and dolomite, and the precipitation of carbonate minerals causes the accumulation of sodium and hydrocarbonate ion in water, making it soda water. [ABSTRACT FROM AUTHOR]
- Published
- 2021
- Full Text
- View/download PDF
15. Changes in pore characteristics of travertines from Spišské Podhradie after repeated freeze-thaw cycles.
- Author
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Maľa, Martin, Greif, Vladimír, Ondrášik, Martin, and Macková, Anna
- Subjects
- *
FREEZE-thaw cycles , *TRAVERTINE , *DIFFERENTIAL transformers , *YOUNG'S modulus , *COMPRESSIVE strength - Abstract
This study aims to understand the effect of frost weathering of travertines from Spišské Podhradie in Slovakia. The application of travertine as a natural building and facing stone shows a gradually increasing trend in construction sector around the world. Travertines are commonly seen in tile sizes as façade material, wall cladding or flooring and are naturally exposed to the freeze–thaw processes. Methods of frost damage assessment in rocks are commonly based on parameters acquired mainly by destructive testing of samples, such as the uniaxial compressive strength test or Young’s modulus test. In the presented research, a nondestructive method taking advantage of selected petrophysical properties compared before and after 100 freeze-thaw (F-T) cycles, as well as recorded length change behavior and temperature development by a specially- constructed thermodilatometer (VLAP 04) with two induced linear variable differential transformer sensors (HIRT- LVDT) on vacuum-saturated samples has been conducted. Results demonstrate that travertine from Spišské Podhradie is quite heterogeneous in term of petrophysical properties. This heterogeneity can significantly affect the nature and intensity of the processes which take place during the ice crystallization within the pore space of the rock. While crystallization pressures in the macropores and the hydraulic pressure induced by the migration of water towards the advancing freeze front cause the specimen to expand, they are not sufficient to overcome the reduction of pore pressures in micro and mesopores and thus the total contraction of the specimen occurs after 100 freeze-thaw (F-T) cycles. The changes in the microstructure of the pore space of the travertine from Spišské Podhradie are not significant and so we can state that this travertine is a resistant material to the effects of frost weathering. [ABSTRACT FROM AUTHOR]
- Published
- 2021
16. Spatiotemporal variations in frost cracking measures in two dimensions: A case study for rock walls in Jotunheimen, southern Norway.
- Author
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Czekirda, Justyna, Rempel, Alan W., Etzelmüller, Bernd, and Westermann, Sebastian
- Subjects
- *
YOUNGER Dryas , *PERIGLACIAL processes , *DAMAGE models , *SNOW accumulation , *EARTH temperature , *FROST , *LITTLE Ice Age - Abstract
The ground thermal regime has a profound impact on geomorphological processes and has been suggested to be particularly important for weathering processes in periglacial environments. Several frost-related damage indices have hitherto been developed to link climate and frost weathering potential in bedrock, although only for individual points or grid cells. Here, we model ground temperature and frost weathering potential in steep rock walls in the Jotunheimen Mountains, southern Norway, along a two-dimensional profile line for the Younger Dryas Stadial-Preboreal transition (c. 11.5 ka), the Holocene Thermal Maximum (c. 7.5 ka), the Little Ice Age (1750), and the 2010s. We use an established heat flow model and frost-cracking index based on the ice segregation theory. A central innovation of our model treatment is the implementation of ensemble simulations using distributions of automatically mapped crack radii in a rock wall, whereas previous frost damage models considered only a single characteristic crack radius. Our results allowed for the identification of sites with enhanced frost weathering. Such sites are typically found between rock walls and retreating glaciers, as well as in areas where snow depth changes abruptly, resulting in large thermal gradients. Hence, frost weathering may be highly active during glacier retreat, enhancing the damage to rock walls during deglaciation by adding to the damage from stress release. The coldest climates of the Younger Dryas Stadial-Preboreal transition and the Little Ice Age were generally most favorable for frost cracking. Such timing compares well with the knowledge about the timing of rockfall accumulations in Norway. [ABSTRACT FROM AUTHOR]
- Published
- 2024
- Full Text
- View/download PDF
17. Influences Driving and Limiting the Efficacy of Ice Segregation in Alpine Rocks
- Author
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Mayer, Till, Eppes, Martha Cary, Draebing, Daniel, Mayer, Till, Eppes, Martha Cary, and Draebing, Daniel
- Abstract
Rockwall erosion by rockfall is largely controlled by frost weathering in high alpine environments. As alpine rock types are characterized by crack-dominated porosity and high rock strength, frost cracking observations from low strength and grain supported pore-space rocks cannot be transferred. Here, we conducted laboratory experiments on Wetterstein limestone samples with different initial crack density and saturation to test their influence on frost cracking efficacy. We exposed rocks to real-rockwall freezing conditions and monitored acoustic emissions as a proxy for cracking. To differentiate triggers of observed cracking, we modeled ice pressure and thermal stresses. Our results show initial full saturation is not a singular prerequisite for frost cracking. We also observe higher cracking rates in less-fractured rock. Finally, we find that the temperature threshold for frost cracking in alpine rocks falls below −7°C. Thus, colder, north-exposed rock faces in the Alps likely experience more frost cracking than southern-facing counterparts.
- Published
- 2023
18. Modeling Conductive Heat Flow Between Steep Rock Walls and Talus Slopes – Thermal Processes and Geomorphological Implications
- Author
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Kristin Sæterdal Myhra, Sebastian Westermann, and Bernd Etzelmüller
- Subjects
numerical modeling ,steep rock walls ,talus slopes ,thermal gradients ,frost weathering ,Science - Abstract
The thermal regime in steep and snow-free rock slopes is crucial for understanding rock slope stability, frost weathering and the associated material production in steep mountain areas. In this study, we model heat flow and explore the hypothesis that strong thermal gradients are maintained in transition areas between snow-free rock walls and snow-covered talus slopes. The results of our 2D heat transfer modeling experiments indicate that, under the assumption of snow-free steep rock walls, conductive heat flow can cool the upper parts of an adjacent talus slope with low conductivity and induce strong thermal gradients in the solid bedrock. The modeled conductive cooling effect may be relevant for both frost weathering processes and subsequent geomorphological implications and for the thermal regime of complex surface material in rock wall-talus systems in alpine areas.
- Published
- 2019
- Full Text
- View/download PDF
19. Long-term frost weathering rates of limestone beach clasts, Fårö Island, Central Baltic Sea.
- Author
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Boelhouwers, Jan, Andersson, Charlotta, Berg, Rikard, Asad Kandastar, Razia, Sjöman, Alfons, and Vainionpää Lindgren, Elin
- Subjects
- *
FROST , *LIMESTONE , *PORE water , *ISLANDS , *WAVE energy , *BEACHES - Abstract
The known post-glacial isostatic land rise rates at Fårö Island, Central Baltic Sea, allowed for the reliable estimation of frost weathering rates of limestone clasts along five beach profiles. Weathering rates measured by clast dimension change were quantified over periods ranging between 640 and 2090 years. While the deposited beach materials at each profile have varying lithostratigraphic compositions these attributes appear to have no direct influence on the long-term comminution rates. Mean clast size of initially deposited beach materials is suggested to be primarily a function of local wave energy and sourced from local rock platforms. Field observations, climate data and literature point to the beach materials in the upper 10–20 cm being fractured under an active diurnal to short-term frost environment that has persisted over the past 1000–2000 years. Pore water freezing by 9% volumetric expansion and the development of pore water expulsion and hydrofracture is suggested to increase pore volume and pore interconnectedness over time and facilitate ice segregation growth. Observed modes of clast fracture, bursting, flaking and granular disaggregation suggest different frost weathering mechanisms to operate on different limestone lithologies. Long term rates of break down appear however not differentiated by limestone composition. [ABSTRACT FROM AUTHOR]
- Published
- 2020
- Full Text
- View/download PDF
20. Age and development of active cryoplanation terraces in the alpine permafrost zone at Svartkampan, Jotunheimen, southern Norway.
- Author
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Matthews, John A., Wilson, Peter, Winkler, Stefan, Mourne, Richard W., Hill, Jennifer L., Owen, Geraint, Hiemstra, John F., Hallang, Helen, and Geary, Andrew P.
- Subjects
- *
CLIFFS , *ACTIVE aging , *PERMAFROST , *LAST Glacial Maximum , *TERRACING , *GROUNDWATER flow , *TUNDRAS , *SOLIFLUCTION - Abstract
Schmidt-hammer exposure-age dating (SHD) of boulders on cryoplanation terrace treads and associated bedrock cliff faces revealed Holocene ages ranging from 0 ± 825 to 8890 ± 1185 yr. The cliffs were significantly younger than the inner treads, which tended to be younger than the outer treads. Radiocarbon dates from the regolith of 3854 to 4821 cal yr BP (2σ range) indicated maximum rates of cliff recession of ~0.1 mm/yr, which suggests the onset of terrace formation before the last glacial maximum. Age, angularity, and size of clasts, together with planation across bedrock structures and the seepage of groundwater from the cliff foot, all support a process-based conceptual model of cryoplanation terrace development in which frost weathering leads to parallel cliff recession and, hence, terrace extension. The availability of groundwater during autumn freezeback is viewed as critical for frost wedging and/or the growth of segregation ice during prolonged winter frost penetration. Permafrost promotes cryoplanation by providing an impermeable frost table beneath the active layer, focusing groundwater flow, and supplying water for sediment transport by solifluction across the tread. Snow beds are considered an effect rather than a cause of cryoplanation terraces, and cryoplanation is seen as distinct from nivation. [ABSTRACT FROM AUTHOR]
- Published
- 2019
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21. Effects of experimental frost–thaw cycles on sandstones with different weathering degrees: a case from the Bingling Temple Grottoes, China.
- Author
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Chen, Wenwu, Liao, Ruxue, Wang, Nan, and Zhang, Jingke
- Subjects
- *
SANDSTONE , *FREEZE-thaw cycles , *CHEMICAL weathering , *PARTICLE size distribution , *WEATHERING , *TEMPLES , *WATER temperature - Abstract
Numerous ancient sandstone grottoes remain in northwest and central China, and weathering issues have significantly influenced their preservation conditions. The dramatic naturally cyclic changes in water content and temperature in the environment have been considered to be the main drivers of the physical weathering that commonly occurs at these archaeological sites. Therefore, comparing and understanding the behaviors of sandstone with different weathering degrees under variable environmental conditions would be helpful for further study on predicting the type, location and extent of deterioration of sandstone relics in a small region (such as the surrounding rock of grottoes). This study examines Cretaceous sandstones with two weathering degrees from Bingling Temple Grottoes, China. Standard thin section photomicrographs provide petrographic and mineralogical data and show that the sandstones have identical lithologies. Three types of specifically designed frost weathering tests are then conducted on the samples. After every six weathering cycles, the weathering processes are suspended, and the corresponding parameters, such as dry weight loss, dry density, effective porosity, porosity, P wave velocity, surface hardness and drilling resistance, are measured. At the end of the weathering cycles, the sample variations in grain size distributions are compared, and statistical tests are performed to show the statistical significance of the results. The results indicate that similar deterioration patterns occur on the samples with two weathering degrees under the same weathering tests. The increase in effective porosity surpasses that of the porosity only when the weathering effect is large enough. Furthermore, sandstone with a high degree of weathering might be more susceptible to changes in the internal pores due to its greater initial interconnectivity. In an open system, physical weathering (frost–thaw and dry–wet cycles) would cause the superficial grain size distributions of different rocks to become relatively uniform. Finally, when exposed to the same weathering process, the decreases in the overall mechanical strength in the two sandstones do not differ significantly, but the loss of superficial strength may be different. [ABSTRACT FROM AUTHOR]
- Published
- 2019
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- View/download PDF
22. The Commencement of Continental Denudation: Mechanical Weathering
- Author
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Depetris, Pedro José, Pasquini, Andrea Inés, Lecomte, Karina Leticia, Lohmann, Gerrit, Series editor, Mysak, Lawrence A., Series editor, Notholt, Justus, Series editor, Rabassa, Jorge, Series editor, Unnithan, Vikram, Series editor, Depetris, Pedro José, Pasquini, Andrea Inés, and Lecomte, Karina Leticia
- Published
- 2014
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23. Transport conditions of mountain-surging glaciers as recorded in the micromorphology of quartz grains (Medvezhiy Glacier, West Pamir)
- Author
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Muzińska Agnieszka
- Subjects
glacier surge ,sem ,abrasion ,crushing ,chemical weathering ,frost weathering ,Geology ,QE1-996.5 - Abstract
In order to reproduce the conditions under which sediments were transported in surging glaciers, samples were taken from the margin and foreland of the surge Medvezhiy Glacier situated in West Pamir (Tajikistan). They were subjected to an analysis of rounding and frosting of quartz sand grains (0.8-1.0 mm) and of grain surface micromorphology under scanning electron microscope (SEM). Results obtained showed intense chemical weathering occurred in the majority of quartz grain surfaces, marked in the form of etching and precipitation. Frequencies of microstructures of glacial origin were low; individual microstructures were visible on single grains. A predominance of the crushing process over abrasion in transformation of quartz grains was noted. The commonest microstructures connected with a surge-glacier environment were large and small conchoidal fractures. However, grains with primary features not connected with a glacial environment were equally common. The majority of the grains examined showed features of multiple cycles of mechanical and chemical weathering forming a microtexture under various conditions (overprinting). Common features of grains from surging glaciers are also breakage blocks of >10μm, which depend of the phase of separation of the grain from the rock or on thermal changes in the glacier’s foreland.
- Published
- 2015
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24. Quartz-grain microweathering amid Pleistocene-aged deep-seated relict permafrost in Central Europe (NE Poland)
- Author
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Marcin Honczaruk, Joanna Rychel, and Barbara Woronko
- Subjects
010506 paleontology ,Frost weathering ,Pleistocene ,Geochemistry ,Borehole ,Sediment ,Weathering ,010502 geochemistry & geophysics ,Permafrost ,01 natural sciences ,Quartz ,Geology ,Conchoidal fracture ,0105 earth and related environmental sciences ,Earth-Surface Processes - Abstract
Deep-seated relict permafrost was identified in borehole Udryn PIG-1 (north-eastern Poland) at depths from +450 to 357 m. In potential its extant provides an opportunity to expand the known effective realm of grain weathering. Specifically, uncertainty exists as to whether or not glacial-period frost weathering could even occur at such considerable depths, which is well outside an active-layer range (i.e., beyond the currently acknowledged domain of grain weathering). Sand deposits collected at a 410.70–396.75 m depth were subjected to grain-size analysis, then 0.5–0.8 mm quartz-grain surfaces were analysed under stereoscopic and scanning electron microscopy. The obtained results indicate that these relict-permafrost grains were both mechanically and chemically weathered. Mechanical weathering of quartz grains is identified as P- & F-type weathering. The former is associated with an increase in stress generated both by overlying ice-sheet masses and permafrost degradation. Here mechanical weathering was facilitated by the presence of well-sorted sediment, rounded or well-rounded grains, and high porosity. Its effects are microtextures such as breakage blocks and conchoidal fractures. F-type weathering is/was generated by freezing water in various sorts of cavities and cracks. Weathering is directly associated with the presence of permafrost at this depth. Additionally, chemical weathering is recorded on quartz-grain surfaces in the form of a ragged discontinuous coating. It has been proven here that weathering of quartz grains is not just a near-surface phenomenon, but also occurs deep below Earth's surface.
- Published
- 2021
- Full Text
- View/download PDF
25. High mountain relief in marble in Pirin Mountains, Bulgaria: structure, specifics and evolution
- Author
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Emil GACHEV
- Subjects
Glaciokarst ,marble ,sinkholes ,glacierets ,frost weathering ,Pirin ,Geography (General) ,G1-922 - Abstract
The present article is focused on high mountain relief in marble, which combines glacial, periglacial and karstic morphology. High mountain karst is found in Northern Pirin (Vihren and Sinanitsa area) and central Pirin (Orelek area), the latter lacking traces of glaciation due to its low altitude. In the most representative area, Vihren part, several vast and deep cirques-uvalas were formed, which comprise a large diversity of landforms. Main factor for the specifics of relief in marble is the structure of the rock, which combines carbonate mineral content and crystalline properties; they favour both the occurrence of karstification and frost weathering. The high elevation of Northern Pirin (up to 2914 m a.s.l.), and the resulting extensive former glaciation enhanced the karst processes by weathering of the morphological surface. At present, surface karst is most developed on elevated sections of cirque bottoms, which were ice free before the beginning of the Holocene and are away from rockfall creep accumulation. A special element of glaciokarstic relief in Pirin are the summer lasting snow/ice features (glacierets and snow patches), two of which are considered centuries old, and still survive despite the temperature warming. In general, karst processes in the high mountain areas of Pirin are less developed than in the western part of the Balkan Peninsula (the Dinarides), due to the greater susceptibility of marble to physical weathering compared to limestone, which leads to a more intensive formation of regolith on the surface, and in result of the generally colder and dryer climate.
- Published
- 2017
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26. Frost action and human occupation during the Late Pleistocene in the Italian Southern Alps: micromorphological evidences from the Caverna Generosa cave
- Author
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Fabio Bona, Lucia Angiolini, and Eleonora Sessa
- Subjects
geography ,geography.geographical_feature_category ,Italian Pre-Alps ,Frost weathering ,Pleistocene ,palaeontology ,Geology ,Vegetation ,micromorphology ,Before Present ,010502 geochemistry & geophysics ,01 natural sciences ,Arid ,Late Pleistocene ,Cave ,Loess ,Period (geology) ,General Earth and Planetary Sciences ,Physical geography ,Late Pleistocene, Italian Pre-Alps, palaeontology, micromorphology ,0105 earth and related environmental sciences - Abstract
The Late Pleistocene has been characterised by frequent and intense climatic oscillation, well recorded in the Caverna Generosa cave deposits. In this work, micromorphological analyses have been performed on samples from the cave where the stratigraphy is particularly well exposed and complete, in order to obtain temporal and spatial information on climate- and human-related processes during MIS3 and 4. The older layers (more than 50 ka BP - Before Present - old) record a very cold time interval, where ice did not melt during the warmer season, and with little or no vegetation outside the cave. During this cold stage, probably, humans spent a short period in the cave, using bones to light the fire and, later, cave bears dug their hibernation beds in the innermost room. Subsequently (between 50 ka BP and 40 ka BP) a relatively brief climatic amelioration should have occurred, leading to the onset of ice melting during the summer season. Between 40 ka BP and 30 ka BP, loess deposited in the cave entrance, indicating cold and arid conditions in the area. After loess deposition, recovered wet conditions have re-established with freeze and thawing processes influencing the sediments.
- Published
- 2021
- Full Text
- View/download PDF
27. Influence of physical and mechanical properties on the durability of limestone subjected to freeze-thaw cycles.
- Author
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Eslami, Javad, Walbert, Charlotte, Beaucour, Anne-Lise, Bourges, Ann, and Noumowe, Albert
- Subjects
- *
LIMESTONE , *FREEZE-thaw cycles , *DURABILITY , *MECHANICAL behavior of materials , *MATERIALS compression testing - Abstract
The frost sensitivity of five French limestones (Massangis (MA), Lens (LS), Savonnières (SA), Saint-Maximin (MX) and Migné (MI)), with different physical and mechanical properties, was studied. The total porosity ranges from 10% to 35% and the uniaxial compressive strength ranges between 10 MPa and 60 MPa. The freeze-thaw tests were applied on the samples saturated in natural condition. During freeze-thaw cycles we recorded the evolution of temperature and volumetric strain of a specimen for each stone and after the freeze-thaw cycles, the weathering evolution in stone samples was monitored by measurement of different physical and mechanical parameters (porosity, P-wave velocity, fracture toughness, compressive strength and elastic static modulus). Two behaviors were observed: a volumetric expansion during freezing phase accompanied by a very important damage from the first cycle until the failure of specimen for MI and MX stones, and a volumetric contraction accompanied with a light damage for the high number of freeze-thaw cycle in the cases of MA, LS and SA. Following the freeze–thaw tests, the durability of stones was evaluated using a decay function model. The decay constant values determined from the evolution of P-wave velocity were correlated with different fresh stone properties. Contrary to generally accepted ideas, the correlation coefficients between the decay constant and total porosity or degree of saturation are very low. Porosity in natural condition seems to have the strongest influence on the decay constant. However, its negative impact can be offset by a bigger part of trapped porosity. The results indicate that it is possible to predict the frost damage of the stones, with a better level of confidence, from the ratio of the volume fraction of water to that of air rather than from only the total porosity or degree of saturation. [ABSTRACT FROM AUTHOR]
- Published
- 2018
- Full Text
- View/download PDF
28. The effect of frost weathering at the dinosaur tracksite in Seoyu-ri, Hwasun, Korea.
- Author
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Park, Jihwan and Park, Hyeong-Dong
- Subjects
- *
CULTURAL property , *WEATHERING , *DINOSAURS - Abstract
Cultural monuments and geological heritage sites composed of natural stone are severely affected by frost weathering in cold regions or during the winter season in mid-altitude regions. The effect also occurs at the dinosaur tracksite in Seoyu-ri, Hwasun, Korea, which is not sheltered. To assess the influence of frost weathering on the tracksite, freeze-thaw experiments were carried out in the laboratory up to 100 cycles, simulating geological and meteorological conditions of the site. The variation on physical properties were measured at a core scale as weathering progressed. The decreases in dry weight, P- and S-wave velocity, and elastic modulus, and the increase in absorption rate and Poisson's ratio showed the physical deterioration of the specimens. The microstructural properties were also measured using micro-computed tomography (micro-CT) images as weathering progressed. The variation on porosity (especially open porosity), pore size distribution, local thickness, and crack orientation showed the propagation and expansion of the pores and microcracks in rock specimens at a pore scale. Because every measurement was performed using non-destructive methods, the variation on the same specimens can be analyzed continuously. The results showed that frost weathering can cause damage to the tracksites. This research, therefore, suggests the construction of a shelter to maintain the temperature of the tracksite and to prevent groundwater seepage. This research can be applied to assess the effects of frost weathering at other cultural stone heritage or geological heritage sites. [ABSTRACT FROM AUTHOR]
- Published
- 2017
- Full Text
- View/download PDF
29. Quantitative study of a rapidly weathering overhang developed in an artificially wetted sandstone cliff.
- Author
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Bruthans, Jiří, Filippi, Michal, Schweigstillová, Jana, and Řihošek, Jaroslav
- Subjects
WEATHERING ,SANDSTONE ,CLIFFS ,SOIL erosion ,SOIL moisture ,WATER chemistry - Abstract
Those factors controlling the weathering and erosion of sandstone on the field scale are still not well understood. In this study, a specific sandstone overhang (and its surroundings) with artificially induced and extremely high erosion rates was subjected to a complex investigation. Contrast between the erosion rate of the wet and dry portions of the same cliff enabled isolation of the factors responsible for rapid sandstone retreat. Erosion rates, moisture, and salt content, as well as suction were monitored in the field. Mineral phases and water chemistry were analyzed. The measurement of tensile strength, laboratory frost weathering tests, and numerical modeling of stress were performed. The acquired data show that an increase of moisture content in pores in the area of the studied overhang decreased tensile strength of the sandstone to 14% of its dry value, and increases the sandstone weathering and erosion rate, by nearly four orders of magnitude, compared to the same sandstone under natural moisture conditions outside of the cliff area. Consequently, frost weathering, in combination with wetting weakening was found to play a major role in weathering/erosion of the sandstone cliff and overhang. Frost weathering rate in both the laboratory and field increases up to 15 times with decreasing gravity-induced stress. The results also indicate that sandstone landforms in temperate climates may potentially develop very rapidly if the pore space is nearly saturated with water, and will later remain relatively stable when the moisture content decreases. As a general implication, it is suggested that overhangs in Central Europe (and elsewhere) might be the result of rapid frost weathering of nearly saturated sandstone during the Last Glacial. Copyright © 2016 John Wiley & Sons, Ltd. [ABSTRACT FROM AUTHOR]
- Published
- 2017
- Full Text
- View/download PDF
30. Development of Anisotropy in Sandstone Subjected to Repeated Frost Action
- Author
-
Fan Zi, Shun Ding, Guoyu Li, Yuan Yao, and Hailiang Jia
- Subjects
Bedding ,Frost weathering ,0211 other engineering and technologies ,Geology ,02 engineering and technology ,010502 geochemistry & geophysics ,Geotechnical Engineering and Engineering Geology ,01 natural sciences ,Compressive strength ,Bed ,Ultimate tensile strength ,Frost ,Composite material ,Anisotropy ,Shear strength (discontinuity) ,021101 geological & geomatics engineering ,0105 earth and related environmental sciences ,Civil and Structural Engineering - Abstract
In cold regions, the anisotropy of sedimentary rocks is modified by repeated frost action, potentially increasing the risks of rock engineering. Hence, a deep understanding of the development of rock anisotropy due to frost action is essential. In this work, two sets of sandstone samples were cored and used in experiments, which contained bedding planes either perpendicular or parallel to the height direction. The P-wave velocity, uniaxial compressive strength, tensile strength, and shear strength of samples were tested after different numbers of freeze–thaw cycles. Several anisotropic indexes were defined by the above parameters and their variations with freeze–thaw cycles were analysed. The results demonstrate that (1) the P-wave velocity, uniaxial compressive strength, tensile strength, and shear strength of both sets of sandstone samples decayed with increasing freeze–thaw cycles; however, (2) the initial values and decay rates of these parameters differed significantly between the two sets. (3) Sandstone bears strong inherent anisotropy and (4) it is enhanced by repeated frost action. Based on direct observations of bedding structures by magnetic resonance imaging, we suggest that the enhancement of anisotropy in sandstone results from a combination of its inherent anisotropy and anisotropic frost damage accumulation. Both originate from sandstone’s structure of interbedded coarse- and fine-grained layers.
- Published
- 2021
- Full Text
- View/download PDF
31. Evaluation of Point Load Test Effectiveness in Estimation of Long-Term Durability of Some Chinese Limestone Rocks Due to Frost Action
- Author
-
Gaofeng Ren, Dong Li, and Marzouk Mohamed Aly Abdelhamid
- Subjects
Frost weathering ,Long term durability ,General Mathematics ,0211 other engineering and technologies ,General Physics and Astronomy ,Weathering ,02 engineering and technology ,General Chemistry ,010502 geochemistry & geophysics ,computer.software_genre ,01 natural sciences ,Durability ,Load testing ,Frost ,Compressional wave velocity ,General Earth and Planetary Sciences ,Environmental science ,Point (geometry) ,Geotechnical engineering ,General Agricultural and Biological Sciences ,computer ,021101 geological & geomatics engineering ,0105 earth and related environmental sciences - Abstract
In spite of point load method has been frequently used for assessment of the decay state of stones under weathering agents, its method in estimation of long-term durability of natural rocks remains limited. This study aims to assess the point load method efficiency in evaluation of long-term durability of limestone types due to frost action. For this reason, the frost process up to 100 cycles was applied on different limestone types which quarried from mine in China and the ultrasound properties including compressional wave velocity (Vp) and spatial attenuation (αs) were determined before and after frost cycles and then their variation rates were obtained. The variation rates of Vp and αs including ΔVp and Δαs, respectively, were taken into consideration as a function of the decay state of stones and as indicators of the frost durability action. The results indicated that there are a strong correlations between point load index values (σp) and ΔVp and Δαs with R2 of 0.79 and 0.82, respectively. It was found that the point load method is an effective tool for evaluating the long-term durability of rocks and can be used for a fast and on-field assessment of long-term durability of stones especially at different mine faces. Therefore, it can facilitate the choosing of a highly durable stones for different outdoor applications. Further, the point load index values can be used to make a new classification of rock strength depending on their durability.
- Published
- 2020
- Full Text
- View/download PDF
32. Brecciation of glacially overridden palaeokarst (Lower Aare Valley, northern Switzerland): result of subglacial water‐pressure peaks?
- Author
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Gaudenz Deplazes, Flavio S. Anselmetti, Andreas Ebert, Marius W. Buechi, H. Madritsch, and Lukas Gegg
- Subjects
010506 paleontology ,Archeology ,geography ,geography.geographical_feature_category ,010504 meteorology & atmospheric sciences ,Frost weathering ,Bedrock ,Overdeepening ,Geochemistry ,Geology ,Glacier ,Overprinting ,01 natural sciences ,Tectonics ,Clastic rock ,550 Earth sciences & geology ,Glacial period ,Ecology, Evolution, Behavior and Systematics ,0105 earth and related environmental sciences - Abstract
Water pressures at the base of active glacial overdeepenings are known to fluctuate strongly on various time scales. Rapid peaks in basal water pressure can lead to fracturing of the glacier bed, a process that has been described at numerous sites around the world, mostly based on large hydrofracture systems. This article presents drill-cores from the base of a >100-m-deep glacial overdeepening in the Lower Aare Valley in northern Switzerland that were investigated with high-resolution imaging (including X-ray computed tomography) as well as compositional and microstructural analyses. The drill-cores recovered Jurassic limestones hosting palaeokarst voids infilled with blue clay. We identify this clay, based on its kaolinitic composition, as siderolithic Bolus Clay but in a rather atypical variety formed under reducing conditions. The surfaces of the palaeokarst walls show smoothly undulating as well as brecciated sections with form-fit interlocking clasts, which are the result of an in situ brecciation process. We argue that these particular fractures are not related to (glacio-)tectonics or frost action. Instead, we suggest an explanation by involving water-pressure peaks that were transmitted to the void walls by the clayey karst filling, resulting in hydrofracturing. In addition to pervasive karstification and tectonic overprinting, this water pressure-driven fracturing may have enhanced the deep incision of the overdeepening into the rheologically competent bedrock.
- Published
- 2020
- Full Text
- View/download PDF
33. The genesis of Yedoma Ice Complex permafrost – grain-size endmember modeling analysis from Siberia and Alaska
- Author
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L. Schirrmeister, E. Dietze, H. Matthes, G. Grosse, J. Strauss, S. Laboor, M. Ulrich, F. Kienast, and S. Wetterich
- Subjects
010504 meteorology & atmospheric sciences ,Frost weathering ,Earth science ,Cryoturbation ,lcsh:QE1-996.5 ,Yedoma ,Fluvial ,Solifluction ,15. Life on land ,010502 geochemistry & geophysics ,Permafrost ,01 natural sciences ,lcsh:Geology ,Sedimentary depositional environment ,Pedogenesis ,13. Climate action ,Geology ,0105 earth and related environmental sciences - Abstract
The late Pleistocene Yedoma Ice Complex is an ice-rich and organic-bearing type of permafrost deposit widely distributed across Beringia and is assumed to be especially prone to deep degradation with warming temperature, which is a potential tipping point of the climate system. To better understand Yedoma formation, its local characteristics, and its regional sedimentological composition, we compiled the grain-size distributions (GSDs) of 771 samples from 23 Yedoma locations across the Arctic; samples from sites located close together were pooled to form 17 study sites. In addition, we studied 160 samples from three non-Yedoma ice-wedge polygon and floodplain sites for the comparison of Yedoma samples with Holocene depositional environments. The multimodal GSDs indicate that a variety of sediment production, transport, and depositional processes were involved in Yedoma formation. To disentangle these processes, a robust endmember modeling analysis (rEMMA) was performed. Nine robust grain-size endmembers (rEMs) characterize Yedoma deposits across Beringia. The study sites of Yedoma deposits were finally classified using cluster analysis. The resulting four clusters consisted of two to five sites that are distributed randomly across northeastern Siberia and Alaska, suggesting that the differences are associated with rather local conditions. In contrast to prior studies suggesting a largely aeolian contribution to Yedoma sedimentation, the wide range of rEMs indicates that aeolian sedimentation processes cannot explain the entire variability found in GSDs of Yedoma deposits. Instead, Yedoma sedimentation is controlled by local conditions such as source rocks and weathering processes, nearby paleotopography, and diverse sediment transport processes. Our findings support the hypothesis of a polygenetic Yedoma origin involving alluvial, fluvial, and niveo-aeolian transport; accumulation in ponding waters; and in situ frost weathering as well as postdepositional processes of solifluction, cryoturbation, and pedogenesis. The characteristic rEM composition of the Yedoma clusters will help to improve how grain-size-dependent parameters in permafrost models and soil carbon budgets are considered. Our results show the characteristic properties of ice-rich Yedoma deposits in the terrestrial Arctic. Characterizing and quantifying site-specific past depositional processes is crucial for elucidating and understanding the trajectories of this unique kind of ice-rich permafrost in a warmer future.
- Published
- 2020
- Full Text
- View/download PDF
34. Frozen ground and periglacial processes relationship in temperate high mountains: a case study at Monte Perdido-Tucarroya area (The Pyrenees, Spain)
- Author
-
Enrique Serrano, Raúl Martín-Moreno, Manuel Gómez-Lende, Ibai Rico, Esteban Alonso-González, Alfonso Pisabarro, and Juan I. López-Moreno
- Subjects
Global and Planetary Change ,geography ,geography.geographical_feature_category ,010504 meteorology & atmospheric sciences ,Frost weathering ,Landform ,Cryoturbation ,Geography, Planning and Development ,Geology ,010502 geochemistry & geophysics ,Permafrost ,01 natural sciences ,Gelifluction ,Nivation ,Altitude ,Paraglacial ,Physical geography ,0105 earth and related environmental sciences ,Nature and Landscape Conservation ,Earth-Surface Processes - Abstract
Seasonally frozen ground, mountain permafrost and cryogenic geomorphological processes are important components of the Pyrenean high mountains. This work presents the results of a study on the distribution of frozen ground in a marginal and paraglacial environment of temperate mountains. An inventory was made of landforms and indicators of frozen ground, and frozen ground was mapped accordingly. During 2014 and 2016 ground temperatures and thermal regimes were monitored, basal temperatures of snow-cover (BTS) were measured and a thermal map was drawn. Differential thermal behaviours were detected among different elevations and slope orientations. Periglacial processes are the most widespread, in which frost weathering and nivation, together with gelifluction and cryoturbation, are the most efficient processes; the latter two are generally linked to the presence of frozen ground. The fall in air and ground temperatures with altitude, slope orientations, and snowpack thickness and evolution determine ground thermal regimes. In the study area, three types of thermal regimes were established: climate-controlled, snowcover-controlled, and frozen ground-controlled. Seasonally frozen ground occurs across a broad range of elevation between 2650 and 3075 m asl, whereas possible permafrost only occurs above 2750 m asl.
- Published
- 2020
- Full Text
- View/download PDF
35. Enhancing the Freeze–Thaw Durability of Concrete through Ice Recrystallization Inhibition by Poly(vinyl alcohol)
- Author
-
Zhengyao Qu, Romà Surís-Valls, Ilja K. Voets, Q Qingliang Yu, Shuaiqi Guo, Christian C. M. Sproncken, Building Materials, Self-Organizing Soft Matter, Physical Chemistry, EIRES Systems for Sustainable Heat, and ICMS Core
- Subjects
Vinyl alcohol ,Recrystallization (geology) ,Materials science ,Frost weathering ,General Chemical Engineering ,0211 other engineering and technologies ,02 engineering and technology ,Article ,chemistry.chemical_compound ,03 medical and health sciences ,021105 building & construction ,Composite material ,QD1-999 ,030304 developmental biology ,Cement ,0303 health sciences ,030306 microbiology ,Recrystallization (metallurgy) ,General Chemistry ,021001 nanoscience & nanotechnology ,Microstructure ,Durability ,Chemistry ,chemistry ,Cementitious ,0210 nano-technology ,Porous medium - Abstract
Frost weathering of porous materials caused by seasonal temperature changes is a major source of damage to the world’s infrastructure and cultural heritage. Here we investigate poly(vinyl alcohol) (PVA) addition as a means to enhance the freeze-thaw durability of concrete without compromising its structural or mechanical integrity. We evaluate the ice recrystallization inhibition activity of PVA in a cementitious environment and the impact of PVA on key structural and mechanical properties, such as cement hydration (products), microstructure, strength, as well as freeze‑thaw resistance. We find that a low amount of PVA significantly reduces the surface scaling of concrete and displays excellent ice recrystallization inhibition in the saturated Ca(OH)2 solution which has a similar pH value as cement pore solution, while it does not affect cement hydration, microstructure, nor its mechanical properties. These findings contribute to new insights on freeze-thaw damage mechanism and more importantly we disclose a new direction for the design of concrete with excellent freeze‑thaw resistance.
- Published
- 2020
36. Nanoscale Observations Support the Importance of Chemical Processes in Rock Decay and Rock Coating Development in Cold Climates
- Author
-
Ronald I. Dorn and David H. Krinsley
- Subjects
Antarctica ,Anthropocene ,arctic ,biological weathering ,chemical weathering ,desert varnish ,frost weathering ,physical weathering ,rock coatings ,rock varnish ,Geology ,QE1-996.5 - Abstract
Conventional scholarship long held that rock fracturing from physical processes dominates over chemical rock decay processes in cold climates. The paradigm of the supremacy of cold-climate shattering was questioned by Rapp’s discovery (1960) that the flux of dissolved solids leaving a Kärkevagge, Swedish Lapland, watershed exceeded physical denudation processes. Many others since have gone on to document the importance of chemical rock decay in all cold climate landscapes, using a wide variety of analytical approaches. This burgeoning scholarship, however, has only generated a few nanoscale studies. Thus, this paper’s purpose rests in an exploration of the potential for nanoscale research to better understand chemical processes operating on rock surfaces in cold climates. Samples from several Antarctica locations, Greenland, the Tibetan Plateau, and high altitude tropical and mid-latitude mountains all illustrate ubiquitous evidence of chemical decay at the nanoscale, even though the surficial appearance of each landscape is dominated by “bare fresh rock.” With the growing abundance of focused ion beam (FIB) instruments facilitating sample preparation, the hope is that that future rock decay researchers studying cold climates will add nanoscale microscopy to their bag of tools.
- Published
- 2019
- Full Text
- View/download PDF
37. Alpine rockwall erosion patterns follow elevation-dependent climate trajectories
- Author
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Draebing, Daniel, Mayer, Till, Jacobs, Benjamin, McColl, Samuel T., Landdegradatie en aardobservatie, and Landdegradatie en aardobservatie
- Subjects
QE1-996.5 ,Periglacial Processes ,Elevation ,Permafrost ,Geology ,Environmental sciences ,Erosion ,General Earth and Planetary Sciences ,GE1-350 ,Physical geography ,Glacier ,Paraglacial Processes ,Frost weathering ,General Environmental Science - Abstract
Mountainous topography reflects an interplay between tectonic uplift, crustal strength, and climate-conditioned erosion cycles. During glaciations, glacial erosion increases bedrock relief, whereas during interglacials relief is lowered by rockwall erosion. In the first landscape-scale, multi-process investigation of postglacial rockwall erosion patterns, we show that paraglacial, frost cracking and permafrost processes jointly drive rockwall erosion. Field observations and modelling experiments demonstrate that all three processes are strongly conditioned by elevation. Our findings provide a multi-process explanation for the increase of rockwall erosion rates with elevation across the European Alps. As alpine basins warm during deglaciation, changing intensities and elevation-dependent interactions between periglacial and paraglacial processes result in elevational shifts in rockwall erosion patterns. Future climate warming will shift the intensity and elevation distribution of these processes, resulting in overall lower erosion rates across the Alps, but with more intensified erosion at the highest topography most sensitive to climate change.
- Published
- 2022
38. High mountain relief in marble in Pirin Mountains, Bulgaria: structure, specifics and evolution.
- Author
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GACHEV, Emil
- Subjects
GEOMORPHOLOGY ,EVOLUTIONARY theories - Abstract
The present article is focused on high mountain relief in marble, which combines glacial, periglacial and karstic morphology. High mountain karst is found in Northern Pirin (Vihren and Sinanitsa area) and central Pirin (Orelek area), the latter lacking traces of glaciation due to its low altitude. In the most representative area, Vihren part, several vast and deep cirques-uvalas were formed, which comprise a large diversity of landforms. Main factor for the specifics of relief in marble is the structure of the rock, which combines carbonate mineral content and crystalline properties; they favour both the occurrence of karstification and frost weathering. The high elevation of Northern Pirin (up to 2914 m a.s.l.), and the resulting extensive former glaciation enhanced the karst processes by weathering of the morphological surface. At present, surface karst is most developed on elevated sections of cirque bottoms, which were ice free before the beginning of the Holocene and are away from rockfall creep accumulation. A special element of glaciokarstic relief in Pirin are the summer lasting snow/ice features (glacierets and snow patches), two of which are considered centuries old, and still survive despite the temperature warming. In general, karst processes in the high mountain areas of Pirin are less developed than in the western part of the Balkan Peninsula (the Dinarides), due to the greater susceptibility of marble to physical weathering compared to limestone, which leads to a more intensive formation of regolith on the surface, and in result of the generally colder and dryer climate. [ABSTRACT FROM AUTHOR]
- Published
- 2017
- Full Text
- View/download PDF
39. Modeling relative frost weathering rates at geomorphic scales.
- Author
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Rempel, Alan W., Marshall, Jill A., and Roering, Joshua J.
- Subjects
- *
FROST , *WEATHERING , *LANDFORMS , *GEOMORPHOLOGY , *SURFACE temperature , *FRACTURE mechanics - Abstract
Frost damage is a powerful agent of geomorphic change. Cracks can grow when the ice pressure in pores reaches a threshold that depends on matrix properties and crack geometry. Mineral surfaces that are preferentially wetted by liquid water rather than ice are coated by premelted liquid at a pressure that is lower than the ice pressure. Because this pressure difference increases as the temperature cools, when the ice pressure is effectively pinned at the cracking threshold, temperature gradients induce gradients in liquid pressure that draw water towards colder temperatures. Porosity increases and frost damage accumulates in regions where water supplies crack growth. To apply this understanding over the large spatial and temporal scales that are relevant to evolving landscapes, we develop a simple model that tracks porosity changes. Our central assumption is that frost damage is correlated with porosity increases under conditions where frost cracking takes place. Accordingly, we account for the permeability reductions with decreased temperature that accompany ice growth along porous pathways and derive general expressions for the porosity change through time at particular depths, as well as the total porosity increase through all depths beneath a point at the ground surface over the time during which cracking occurs each year. To illustrate the resulting patterns of frost weathering, we consider a general case in which the permeability has a power law dependence on temperature and the annual surface-temperature variation is sinusoidal. We find that the degree of frost damage generally decreases with depth, except at localized depths where damage is elevated because the rock spends longer times near the threshold for cracking, leading to enhanced water supply in comparison with neighboring regions. The magnitude of the net expansion that results from porosity changes at all depths beneath the ground surface is increased for seasonal thermal cycles with larger amplitudes, with a broad maximum centered on a mean annual temperature near the threshold required for crack growth. Warmer mean annual temperatures lead to less damage because of the reduction in time during which it is cold enough for cracking, whereas colder mean annual temperatures are accompanied by reduced water supply due to the temperature dependence of permeability. All of the controlling parameters in our model are tied explicitly to physical properties that can in principle be measured independently, which suggests promise for informing geomorphic interpretations of the role of frost weathering in evolving landforms and determining erosion rates. [ABSTRACT FROM AUTHOR]
- Published
- 2016
- Full Text
- View/download PDF
40. Simulation of moisture content in alpine rockwalls during freeze-thaw events.
- Author
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Rode, Matthias, Schnepfleitner, Harald, and Sass, Oliver
- Subjects
ROCKS -- Moisture ,FREEZE-thaw cycles ,WEATHERING ,PETROLOGY ,CLIMATE change - Abstract
Rock moisture during freeze-thaw events is a key factor for frost weathering. Data on moisture levels of natural rockwalls are scarce and difficult to obtain. To close this gap, we can benefit from the extensive knowledge of moisture-related phenomena in building materials, which is incorporated into simulation software, for example the WUFI® package of the Fraunhofer Institute of Building Physics. In this paper we applied and adapted this type of simulation to natural rockwalls to gain new insights on which moisture-related weathering mechanisms may be important under which conditions. We collected the required input data on physical rock properties and local climate for two study areas in the eastern European Alps with different elevation [Sonnblick, 3106 m above sea level (a.s.l.) and Johnsbach, 700 m a.s.l.] and different lithologies (gneiss and dolomite, respectively). From this data, moisture profiles with depth and fluctuations in the course of a typical year were calculated. The results were cross-checked with different thermal conditions for frost weathering reported in the literature (volumetric expansion and ice segregation theories). The analyses show that in both study areas the thresholds for frost cracking by volumetric expansion of ice (90% pore saturation, temperature < −1 °C) are hardly ever reached (in one year only 0.07% of the time in Johnsbach and 0.4% at Sonnblick, mostly in north-exposed walls). The preconditions for weathering by ice segregation (−3 to −8 °C, > 60% saturation) prevail over much longer periods; the time spent within this 'frost cracking window' is also higher for north-facing sites. The influence of current climate warming will reduce effective frost events towards 2100; however the increase of liquid precipitation and rock moisture will promote weathering processes like ice segregation at least at the Sonnblick site. Copyright © 2016 John Wiley & Sons, Ltd. [ABSTRACT FROM AUTHOR]
- Published
- 2016
- Full Text
- View/download PDF
41. Frost weathering versus glacial grinding in the micromorphology of quartz sand grains: Processes and geological implications.
- Author
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Woronko, Barbara
- Subjects
- *
FROST , *SOIL micromorphology , *ROCK deformation , *GRINDING & polishing , *SAND - Abstract
Micromorphology of quartz sand grains is used to reconstruct processes occurring in the glacial environment and to distinguish the latter from other environments. Two processes dominate in the glacial environment, i.e., crushing and abrasion, or a combination thereof. Their effect is a wide range of microstructures on the surface of quartz grains, e.g., chattermarks, conchoidal fractures and multiple grooves. However, the periglacial environment also effectively modifies the surface of quartz grains. The active layer of permafrost is considered to have a significantly higher contribution to the formation of crushed grains and the number of microstructures resulting from mechanical destruction (e.g., breakage blocks or conchoidal fractures), as compared to deposits which are not affected by freeze–thaw cycles. However, only a few microstructures are found in both environments. At the same time, there are several processes in subglacial environments related to freeze–thaw cycles, e.g., regelation, congelation, basal adfreezing, and glaciohydraulic supercooling. Most likely, therefore, the role of the glacial environment in the destruction of quartz grains has been misinterpreted, and consequently the conclusions regarding environmental processes drawn on the basis of the number of crushed grains and edge-to-edge contacts are erroneous. [ABSTRACT FROM AUTHOR]
- Published
- 2016
- Full Text
- View/download PDF
42. Micro‐computed tomography imaging and probabilistic modelling of rock fracture by freeze–thaw
- Author
-
Vikram Maji and Julian B. Murton
- Subjects
Coalescence (physics) ,010504 meteorology & atmospheric sciences ,Frost weathering ,Micro computed tomography ,Geography, Planning and Development ,Microcomputed tomography ,010502 geochemistry & geophysics ,01 natural sciences ,Transverse strain ,Earth and Planetary Sciences (miscellaneous) ,Fracture (geology) ,Probabilistic modelling ,Geotechnical engineering ,Micro ct ,Geology ,0105 earth and related environmental sciences ,Earth-Surface Processes - Abstract
A major problem in studies of rock fracture by frost is the paucity of direct observations in space and time of the initiation and growth of microcracks and their transition to macrocracks. Such observations are essential to understand the location, timing and controls of rock fracture by freeze–thaw. The aim of the present work is to image and elucidate the early stages of rock fracture by applying imaging and statistical methods to a frost-weathering experiment using intact specimens of a limestone (chalk) and sandstone. First, microcomputed tomography (μ-CT) is used to visualise rock fracture in three dimensions over the course of 20 freeze–thaw cycles and to estimate transverse strain using a pixel-based approach. Second, probabilistic correlation functions are applied to quantify the progressive expansion of the fracture phase and associated damage to rock specimens. The method of μ-CT is demonstrated for visualising the growth and coalescence of microcracks and their transition to macrocracks. Fracture proceeded faster and to a greater extent in chalk relative to sandstone, and the macrocracks in chalk were mostly concentric and vertical. Both fracture development and positive transverse strain (dilation) accelerated after cycle 15, suggesting that a threshold has been exceeded, after which macrocracks were evident. Of three probabilistic correlation functions applied to the μ-CT results, the modified lineal-path function—which measures the continuous connectivity of the fracture phase in a specific direction—reveals that damage was more extensive in the chalk than the sandstone. It also allows a novel approach to define and quantify three zones of microcracking during freeze–thaw cycling of anisotropic rock: (1) the zone of inherent flaws, (2) the zone of active microcracking, and (3) the zone of weak influence during microcracking. The broader significance of this work is that it provides a new approach to investigate mechanistically how frost action damages rock.
- Published
- 2020
- Full Text
- View/download PDF
43. Estimating Deterioration Rate of Some Carbonate Rocks Used as Building Materials under Repeated Frost Damage Process, China
- Author
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Gaofeng Ren, Dong Li, Marzouk Mohamed Aly Abdelhamid, and Congrui Zhang
- Subjects
Materials science ,Article Subject ,Frost weathering ,0211 other engineering and technologies ,General Engineering ,02 engineering and technology ,Durability ,Deterioration rate ,Compressive strength ,Scientific method ,021105 building & construction ,Frost ,TA401-492 ,Carbonate rock ,General Materials Science ,Geotechnical engineering ,Materials of engineering and construction. Mechanics of materials ,Disintegration Rate ,021101 geological & geomatics engineering - Abstract
The degradation of natural rocks due to severe environmental conditions can influence their durability over an extended period of time. This research aims to investigate the long-term durability or disintegration rate of rocks used as construction materials under severe climatic conditions using frost damage action, and the deterioration rate was assessed using mathematical decay function approach. The mathematical model assumes an initial order operation and gives purposeful properties for the deterioration rate of rocks due to frost action. For this reason, six different limestone types used as building materials were quarried from limestone mine in China and subjected to a series of laboratory tests to determine the mineralogical, petrographical, physical, and mechanical characteristics. Then, 50 cycles of frost damage process was performed, and after each 10 cycles, the unconfined compressive strength, point load strength, and Schmidt rebound were determined. The disintegration rate or integrity loss characteristics of each rock type were assessed using the mathematical decay function approach parameters. This approach proved that the disintegration rate varies for the rocks of the same type especially which were extracted from the same areas, the rock durability under frost damage conditions can be estimated with good accuracy, the parameters of this model saved a lot of time and provided important practical features to assess a rapid durability, and hence, there is no need to carry out the frost damage test which is slow and consumes time.
- Published
- 2020
- Full Text
- View/download PDF
44. Microfracture propagation in gneiss through frost wedging: insights from an experimental study
- Author
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Ferdinando Musso Piantelli, Ueli Gruner, Marco Herwegh, Marius Waldvogel, and Flavio S. Anselmetti
- Subjects
021110 strategic, defence & security studies ,Atmospheric Science ,geography ,geography.geographical_feature_category ,Hydrogeology ,010504 meteorology & atmospheric sciences ,Deformation (mechanics) ,Frost weathering ,Environmental chamber ,0211 other engineering and technologies ,02 engineering and technology ,01 natural sciences ,Stress (mechanics) ,Rockfall ,Earth and Planetary Sciences (miscellaneous) ,Fracture (geology) ,Geotechnical engineering ,Displacement (fluid) ,Geology ,0105 earth and related environmental sciences ,Water Science and Technology - Abstract
Ice-driven mechanical weathering in mountainous environment is considered as an efficient process for slow but cyclical mechanical preconditioning of rockfall events. In this study, we simulate subcritical microfracture propagation under frost wedging conditions along pre-existing mechanical weaknesses of intact rock bridges with an innovative experimental approach. Two series of freeze–thaw experiments conducted in an environmental chamber were carried out to investigate and monitor the propagation of artificially induced fractures (AIF) in two twin gneiss samples. A displacement sensor recorded the sample’s in situ deformation in an environmental chamber during the experiments. 3D X-ray CT scans, performed before and after the experiments, as well as thin sections showing the post-experiment state of the deformed samples allowed tracking and quantification of fracture propagation. Our results demonstrate that frost wedging propagated the AIFs 1.25 cm2 and 3.5 cm2 after 42 and 87 freeze–thaw cycles, respectively. The experiments show that volumetric expansion of water upon freezing, cooperating with volumetric thermal expansion and contraction of the anisotropic rock, plays a key role in fracture widening and propagation. Based on these results, this study proposes that: (1) frost wedging exploits intrinsic pre-existing mechanical anisotropies of the rock; (2) the fracturing process is not continuous but alternates between stages of fast propagation and more quiet stages of stress accumulation; and (3) downward migration of “wedging grains,” stuck between the walls of the fracture, increases the tensile stress at the tip, widening and propagating the fractures with each freeze–thaw cycle. The experimental design developed in this study offers the chance to visualize and quantify the long-term efficiency of frost wedging in near-natural scenarios.
- Published
- 2020
- Full Text
- View/download PDF
45. Wietrzenie mrozowe wybranych skał tatrzańskich w świetle badań laboratoryjny = Frost weathering of selected Tatra rocks in the light of laboratory tests
- Author
-
Paweł Krzaklewski and Ewa Lubera
- Subjects
Frost weathering ,05 social sciences ,Geography, Planning and Development ,Dolomite ,0211 other engineering and technologies ,0507 social and economic geography ,Mineralogy ,021107 urban & regional planning ,Weathering ,02 engineering and technology ,Matrix (geology) ,Breccia ,General Earth and Planetary Sciences ,Carbonate rock ,050703 geography ,Quartz ,Rock microstructure - Abstract
The aim of the work described here was to determine the rate of frost weathering for selected types of rock, and the manner in which this proceeds. The authors attempts to answer questions regarding progress with the disintegration of a given type of rock over time; the size and shape of weathered grains; the role played by fissures in rock and rock texture; and further relevant properties like compressive and tensile strength, porosity and water absorption. The rock samples used in laboratory testing were collected in the catchment area of the Chochołowski Stream in the Western Tatra Mountains of Poland. The seven types of rock analysed were white and brown granite, organodetric limestone, fine-grained conglomerate, dolomite breccia, quartzite sandstone and amphibolite. Samples were subjected to simulated frost weathering via the impact of repeated thermal cycles across a temperature range of -5 to +10°C. The simulation was carried out at the Low Temperatures Laboratory of the Institute of Geography and Spatial Management of Kraków’s Jagiellonian University, using a CI/1400/LT/2D cooling device. As testing was in progress, changes in the states of samples were determined through the measurement of dry and saturated mass and water absorption, as well as the speed at which an ultrasonic wave passed through. By reference to results for these measures, it was possible to calculate the frost weathering index after Matsuoke, i.e.:Rf= (Vp0-Vpk)/(Vp0*k) [cykle -1],where Vp0 is wave speed at cycle 0 (in km/s), Vpk is wave speed at cycle k (km/s) and k is the number of cycles. Rock dissolution tests and measurements of the products of weathering were also carried out. Values obtained for the index were used to rank the rocks tested for their resistance to frost weathering, as was the percentage of material in the initial mass that became subject to rock weathering. The least-resistant rock proved to be dolomite breccia, and the most-resistant amphibolites and quartzite sandstones. The rankings of other rocks varied in line with the indicative parameter referred to. The testing of physical properties suggested several reasons for high resistance to frost weathering among the analysed types of rock from the Western Tatras, i.e. the limited (
- Published
- 2020
- Full Text
- View/download PDF
46. PHYSICAL BASIS OF CONCRETE DURABILITY AT LOW SUBZERO TEMPERATURES
- Subjects
Cement ,Work (thermodynamics) ,Frost weathering ,Water resistance ,General Engineering ,Solid-state ,Geotechnical engineering ,Frost (temperature) ,Porosity ,Durability - Abstract
Generalization and analysis of scientific hypotheses and theories of domestic and foreign researchers in the field of the frost action mechanism on concrete has been performed. A critical author's assessment of them from the point of view of the basics of physical chemistry of silicates and solid state physics is presented. The initial prerequisites for the frost resistance of heavy concrete and equal-strength structural light concrete in connection with their structure are formulated, including of this article author's targeted experimental studies on the relationship of the frost resistance of these concretes with their pore structure. Thermodynamic models of freezing-thawing of water, including its adsorption layers in capillaries of cement materials porous structures are used. The data of studies of the critical degree of water saturation of concrete are considered and a reasonable assessment of it is given as an integral characteristic that determines the possibility of formation of micro- and then macro-defects in the concrete structure during its cyclic freezing and thawing. Based on the results of analytical and experimental studies, using the basic principles of physics of the solid state, as well as the physical and physical-chemistry of silicates, has been developed the physical-chemical basis for the resistance of structural lightweight concrete in comparison with equally strong normal weight concrete to the effects of low (up to minus 70 °C) subzero temperatures. The results of this work are considered by the authors as a modern scientific basis for the development of the main provisions of the technology for manufacturing structural lightweight and normal weight concretes with high durability (frost resistance and water resistance), intended for reinforced concrete structures of engineering constructions, operated in severe climatic conditions, including in the conditions of the Arctic coast.
- Published
- 2020
- Full Text
- View/download PDF
47. Mesoscale simulation of bond behaviors between concrete and reinforcement under the effect of frost damage with axisymmetric Rigid Body Spring Model
- Author
-
Saeid Mehrpay, Fuyuan Gong, Tamon Ueda, Zhao Wang, and Dawei Zhang
- Subjects
Materials science ,Frost weathering ,business.industry ,Bond strength ,Bond ,Frost damage ,0211 other engineering and technologies ,020101 civil engineering ,02 engineering and technology ,Building and Construction ,Structural engineering ,Mesoscale simulation ,Rigid body ,0201 civil engineering ,Axisymmetric Rigid Body Spring Method ,Spring (device) ,021105 building & construction ,Frost ,Service life ,Bond behavior ,General Materials Science ,business ,Reinforcement ,Civil and Structural Engineering - Abstract
Frost damage is a key deterioration factor for concrete structures in cold and wet areas which has been studied for several decades. For reinforced concrete (RC) structures, bond between reinforcement and concrete plays an important role and its degradation under freezing-thawing environment would affect the service life of the RC structures. This paper aims to develop a mesoscale simulation approach which could estimate and investigate the bond behaviors under the effect of frost damage. Based on the axisymmetric discrete element model - Rigid Body Spring Model, the micro-mesoscale mechanical strengthening/damaging effects by frost action were implemented to non-air entrained concrete and the bond interface. One-way pulling-out test was simulated and the calculated bond strength was compared with experimental results where good agreement was found.
- Published
- 2019
48. Freezing in-sight: the effect of frost cycles on use-wear and residues on flint tools
- Author
-
Veerle Rots, Marine Michel, and Dries Cnuts
- Subjects
010506 paleontology ,Archeology ,060102 archaeology ,Frost weathering ,Earth science ,06 humanities and the arts ,01 natural sciences ,13. Climate action ,Anthropology ,0601 history and archaeology ,Frost (temperature) ,Mesolithic ,Geology ,0105 earth and related environmental sciences - Abstract
Alterations caused by post-depositional processes have long hampered functional analysis of stone tools, and several attempts have been made to understand their effect on the visibility and identification of use-related traces and residues. Alterations can be caused by a broad range of phenomena that involve both mechanical and chemical processes. In this article, we present the results of an experimental study focused on the reproduction of alterations caused by repeated freeze–thaw cycles, which are among the crucial processes that many prehistoric artefacts have been subjected to after their deposition. Thanks to the use of a climate chamber, we succeeded in reproducing alteration polish comparable to what is frequently observed on prehistoric stone tools, in particular those dating to the Palaeolithic and Mesolithic periods. The results open new possibilities for exploring the effect of post-depositional processes on the preservation of use traces and residues and demonstrate that alterations can also contribute to the understanding of site formation processes.
- Published
- 2019
- Full Text
- View/download PDF
49. The Efficacy of Frost Weathering Processes in Alpine Rockwalls
- Author
-
Michael Krautblatter and Daniel Draebing
- Subjects
geography ,Geophysics ,Rockfall ,geography.geographical_feature_category ,Frost weathering ,Earth science ,General Earth and Planetary Sciences ,Weathering ,Geology - Published
- 2019
- Full Text
- View/download PDF
50. Proposal of poro-mechanical coupling among ASR, corrosion and frost action for damage assessment of structural concrete with water
- Author
-
Fuyuan Gong and Koichi Maekawa
- Subjects
Materials science ,Frost weathering ,business.industry ,0211 other engineering and technologies ,020101 civil engineering ,02 engineering and technology ,Structural engineering ,Durability ,0201 civil engineering ,Corrosion ,Cracking ,021105 building & construction ,Fracture (geology) ,Coupling (piping) ,Alkali–silica reaction ,Deformation (engineering) ,business ,Civil and Structural Engineering - Abstract
Concrete durability related events have similar processes in terms of crack initiation and its propagation such as alkali silica reaction (ASR), freeze-thaw cycles (FTC) and steel corrosion. All of them will create additional liquid/solid pore substances and finally lead to volumetric expansion and subsequent cracking in concrete composites. This paper builds a platform of triple poro-mechanical coupling model for micro and meso-scale events of ASR, FTC and steel corrosion in consideration of the mutually interacting processes. The proposed model attempts to cover the most essential aspects, from thermo-chemo coupling at micro-scale to the poro-mechanical coupling at meso-scale, and finally leads to the coupled fracture of structural concrete at macro-scale. Several simulation examples are presented for both single and coupled deteriorations of structural concrete, and it is clarified that the combined deformation and damage of concrete are not the simple compilation of each sole effect, but it is highly path-dependent on both crack patterns and deformation levels. This triple coupling model can provide a platform, on which the coupled complex damages to structural concrete are consistently dealt with for damage assessment of structural concrete.
- Published
- 2019
- Full Text
- View/download PDF
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