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Study on the static critical stress intensity factors of sandstone in a water environment based on semicircular bending specimens.

Authors :
Tang, Shibin
Li, Jiaming
Zhang, Leitao
Liu, Zhaosheng
Wang, Shaoquan
Dong, Longbin
Wang, Zhengzheng
Source :
Theoretical & Applied Fracture Mechanics. Dec2021, Vol. 116, pN.PAG-N.PAG. 1p.
Publication Year :
2021

Abstract

• The SIFs critical values of sandstone were tested by SCB specimen. • Relationships between water content and SIFs were studied. • SIFc of sandstone subjected to loading during soaking is lower than that without loading. • Water soaking duration and loading-soaking sequence of rock significantly affect the SIFs. Fracturing behavior of rock is significantly affected by water. To study the influence of water on the critical values of stress intensity factors (the SIFc, including K If and K IIf) corresponding to the onset of fracture of rocks, edge-cracked semicircular bend (SCB) testing was performed on sandstone specimens (collected at a site in Linyi City, Shandong Province, China) with different water contents. First, water absorption was tested to study the evolution of the water content in the specimens. Then, the SIFc of SCB specimens after different soaking durations in water (yielding conditions ranging from dry to saturation) was tested under three-point loading. The results showed a linear decrease in SIFc with increasing water content for all the specimens with different notch angles; however, with increasing notch angle, the K If exponentially decreased, while the K IIf increased. To study the effect of sustained load on SIFs of rock in water, a new experiment was designed on the specimen subjected to loading while soaking for a certain duration, then the SIFc was tested. Comprehensive predictive empirical relationships are established between SIFc and water content/soaking duration for the sandstone. A novel observation is for two specimens with the same water soaking duration, the SIFc of a specimen with loading during soaking is lower than that when it was tested after soaking, which is attributed to the fact that water is more likely to penetrate into the rock, because the bending load opens pores and cracks then leads to an increase in water content under such conditions. In other words, the water content of sandstone specimens used in this study is the key factor affecting its SIFc. [ABSTRACT FROM AUTHOR]

Subjects

Subjects :
*LEAD in water
*SANDSTONE

Details

Language :
English
ISSN :
01678442
Volume :
116
Database :
Academic Search Index
Journal :
Theoretical & Applied Fracture Mechanics
Publication Type :
Academic Journal
Accession number :
153598217
Full Text :
https://doi.org/10.1016/j.tafmec.2021.103106