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This manuscript presents the case study of soft Bangkok clay improvement and simulations using combined vacuum pressures with pre-existing surcharge embankment preloading, including installations of air-tight membranes and horizontal prefabricated drains connected to the top of the PVDs as well as to the vacuum system with a modified air-water separation system. The 17-m-long PVDs were installed from the top of the embankment in a triangular pattern at a spacing of 0.9 m. Monitoring instruments were installed to measure surface settlements, lateral movements, and pore water pressures in the soft clay layer. The subsequent analyses included settlement calculations, settlement predictions using observational methods, flow parameter back-calculations, soil property comparisons before and after improvement, and FEM simulations. The very soft to soft clay was transformed to medium-stiff clay because its undrained shear strengths and maximum past pressures increased, and its water contents, void ratios, and compression indices decreased. The analyses of the degree of consolidation utilized one-dimensional and observational methods as well as a numerical simulation for the prediction of consolidation settlements and comparison to the field data. The results illustrated the effectiveness of the modified vacuum-PVD system. The findings could be used for guidance of similar soft clay improvement projects. • The first use of modified vacuum-PVD with multiple air-water separation sub-tanks in the field. • Presenting soil parameter adjustments, settlement calculations, and observational methods. • Providing practical design calculation. • Use of drain element in Plaxis 2D software for modeling vacuum-PVD. [ABSTRACT FROM AUTHOR]

This research presents measurements and simulations of the full-scale behavior of a test embankment built on a soft marine clay deposit improved using soil–cement mixing (SCM) columns in Bangkok, Thailand, using both two-dimensional (2D) and 3D finite element analyses (FEAs). Fixed SCM columns with two different installation patterns, that is, column groups and column rows, were constructed in the soft clay foundation prior to the construction of the embankment. Three column wall methods, namely, equivalent width, equivalent axial rigidity, and equivalent flexural rigidity approaches, were used to convert the 3D individual columns into 2D plane strain column walls. A comparison of the results obtained through the 3D and 2D FEAs revealed that the 2D analyses provide inaccurate results in terms of the column lateral movements, bending moments, and axial loads induced in the SCM columns in addition to the factors of safety against slope failure. This outcome occurred because the actual columns in the 2D FEA were modeled using extended walls, which essentially prevent the movements of soil between two columns or column rows. Correction factors used to convert the 2D analysis results into 3D analysis results were also proposed in this study. [ABSTRACT FROM AUTHOR]

Abstract: This paper presents the effectiveness of vacuum preloading in accelerating the consolidation of PVD improved soft Bangkok clay by comparing with the corresponding results without vacuum preloading. Laboratory tests were conducted using a large scale consolidometer having diameter of 300mm and height of 500mm with reconstituted specimens installed with prefabricated vertical drains (PVD) with and without vacuum preloading. In addition, field data were collected from Second Bangkok International Airport (SBIA) site improved by PVD with and without vacuum pressures. Analyses were carried out to compare the compressibility parameters (C h and k h/k s) by back-calculation of laboratory and field settlements using method. From the laboratory tests, the horizontal coefficient of consolidation (C h) values from reconstituted specimens were 1.08 and 1.87m2/yr for PVD without and with vacuum pressure, respectively and the k h/k s values were 2.7 for PVD only and 2.5 for vacuum-PVD. After the improvement, the water contents of the soft clay were reduced, thereby, increasing its undrained shear strengths. Similarly, the field data analysis based on the back-calculated results showed that the k h/k s were 7.2 and 6.6 for PVD without and with vacuum, respectively. The C h values increased slightly from 2.17m2/yr for PVD only to 3.51m2/yr for vacuum-PVD. The time to reach 90% degree of consolidation for soils with vacuum-PVD was one-third shorter than that for soils with PVD only because of higher C h values. Thus, the addition of vacuum pressure leads to increase horizontal coefficient of consolidation which shortened the time of preloading. The PVDCON software was found to be useful to predict the settlements of the PVD improved ground with and without vacuum preloading. [Copyright &y& Elsevier]

The Bangkok subsoil that forms part of the larger Chao Phraya Plain consists of a broad basin filled with sedimentary soil deposits that form alternate layers of sand, gravel and clay. The depth of the bedrock is still undetermined, but its level in the Bangkok area is known to vary between 400 m and 1800 m deep. The aquifer system beneath the city area is very complex, and the deep-well pumping from the aquifers over the last 50 years or so has caused substantial piezometric drawdown in the upper soft and highly compressible clay layer. In this paper, the influence of the piezometric drawdown on the performance of vertical drains with surcharge on the upper clay layer is examined. Instrumented test embankments were built and the performance of large-diameter sand drains, sand wicks and prefabricated vertical drains was examined. A novel interpretation technique was adopted to evaluate the settlements from pore pressure dissipation and to compare with those measured directly from settlement measurements. [ABSTRACT FROM AUTHOR]

• Sporosarcina pasteurii is used to improve natural soft clays properties by MICP. • Concentration of urea and Ca2+ influences the efficiency of CaCO 3 precipitation. • Mechanical and chemical properties of MICP-treated clays are investigated. • Microstructures of MICP-treated clays are observed using SEM-EDX. • Comparisons of MICP efficiency on different clay types are presented. Microbially-induced calcite precipitation (MICP) is a promising technique to improve the engineering properties of soft soil in a sustainable, environmentally friendly, and energy saving manner. This study determined the suitable chemical condition to induce MICP activity from alkaliphilic urease-producing Sporosarcina pasteurii bacterium, and to explore the MICP activity's effectiveness in improving the mechanical properties of three types of natural fine-grained soils (Kaolin clay, Laterite, and Bangkok clay). Untreated and treated clays were evaluated by the free-free resonant frequency test, unconfined compression test, and their microstructures and chemical compositions. The results showed that a urea-Ca2+ input rate of 7.5 mmol/h efficiently promoted the precipitation of calcite by bacteria, as indicated by the highest degree of media clogging in sand column tests. A higher urea-Ca2+ input rate created soil samples that exhibited a high degree of supersaturation, which impacted the precipitation pattern at the microscale, resulting in less contact between soil particles; this was caused by the increase in salinity of the solution to a level that inhibited bacterial activity and retarded calcite precipitation. Once the optimal urea-Ca2+ input rate was determined, bacterial cultures were introduced into samples of each clay, and fed with the optimal chemical mixture while being maintained at room temperature (25–30 °C) for 7 d. Increases in the samples' stiffness and shear strength coincided with increased amounts of precipitated calcite. Enhancements to each clay type's strength parameters were dependent on the natural characteristics of clay. Specifically, liquid media carrying the necessary nutrients for MICP activity could not efficiently permeate through the clayey soil with a high plasticity, resulting in a lower observable degree of MICP activity to improve the soil's characteristics. [ABSTRACT FROM AUTHOR]