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Hydraulic conductivity of MICP-treated granite residual soil
Biogeotechnics | 更新时间：2024-01-09

    • Hydraulic conductivity of MICP-treated granite residual soil

    • “The latest research reveals the application of microbial induced calcium carbonate precipitation technology in reinforcing residual granite soil, and proposes a theoretical calculation method for permeability coefficient, providing scientific basis for engineering practice.”
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 5, Pages: 38-46(2024)

    • DOI：10.11835/j.issn.2096-6717.2023.116    

      CLC： TU43

    • Received：28 June 2023，

      Published：25 October 2024

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  • WANG Yanning,HUANG Longjian,CHEN Qian,et al.Hydraulic conductivity of MICP-treated granite residual soil[J].Journal of Civil and Environmental Engineering,2024,46(05):38-46. DOI： 10.11835/j.issn.2096-6717.2023.116.

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Related Author

WANG Yanning
HUANG Longjian
CHEN Qian
QU Yao
ZHANG Zhongjie
LIU Feiyu
HUANG Haijiang
WANG Haoran

Related Institution

Department of Civil and Environmental Engineering, Shantou University
School of Mechanics and Engineering Science, Shanghai University
Shanghai Urban Construction Design & Research Institute (Group) Co., Ltd.
State Key Laboratory for Geomechanics & Deep Underground Engineering； School of Mechanics & Civil Engineering, China University of Mining & Technology
Academy of Dazu Rock Carvings
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