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    A Revised Porous Media Model of Microbially Induced Carbonate Precipitation for Loess Solidification 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 006:;page 04023031-1
    Author(s): Xiaohao Sun; Linchang Miao; Runfa Chen; Hengxing Wang; Linyu Wu
    Publisher: American Society of Civil Engineers
    Abstract: Similar to sand solidification with microbially induced carbonate precipitation (MICP), the MICP technique can also be used to bond loess particles and improve the collapsibility of loess. However, existing theoretical ...
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    Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 008:;page 04022058
    Author(s): Xiaohao Sun; Linchang Miao; Hengxing Wang; Linyu Wu; Guangcai Fan; Jinxin Xia
    Publisher: ASCE
    Abstract: To mitigate foreshore erosion, it is necessary to find effective and environmentally friendly interventions to stabilize slopes. In this study, the microbiota and enzyme mix–induced carbonate precipitation (MEMCP) method ...
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    Liquefaction Resistance of Biocemented Loess Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021117-1
    Author(s): Xiaohao Sun; Linchang Miao; Runfa Chen; Hengxing Wang; Linyu Wu; Jinxin Xia
    Publisher: ASCE
    Abstract: Microbially induced calcite precipitation (MICP) is currently appraised to improve sandy soils, but only a few studies use it to solidify loess soil. MICP solidification tests and undrained cyclic triaxial tests were ...
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