Large-scale direct shear test study on shear characteristics for MICP-treated soil using biostimulation approach
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Large-scale direct shear test study on shear characteristics for MICP-treated soil using biostimulation approach
“In the field of soil reinforcement technology, research on surface soil along the Jialing River in Chongqing has revealed the influence of microbial induced calcium carbonate precipitation on the shear characteristics of large-sized specimens, providing new ideas for sustainable soil reinforcement technology.”
Journal of Civil and Environmental EngineeringPages: 1-7(2025)
作者机构:
重庆大学 土木工程学院,重庆 400045
作者简介:
LIU Aqiang (1996- ), PhD candidate, main research interest: mechanical properties of biotreated soils, E-mail: 20231601037@stu.cqu.edu.cn.
CUI Hao (corresponding author), PhD, assistant research fellow, E-mail: cqucuihao1@163.com.
LIU Aqiang,XIE Liuyang,XIAO Yang,et al.Large-scale direct shear test study on shear characteristics for MICP-treated soil using biostimulation approach[J].Journal of Civil and Environmental Engineering,
LIU Aqiang,XIE Liuyang,XIAO Yang,et al.Large-scale direct shear test study on shear characteristics for MICP-treated soil using biostimulation approach[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.015.
Large-scale direct shear test study on shear characteristics for MICP-treated soil using biostimulation approach