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Triaxial compression test of MICP sand column and simulation of failure process

Siriguleng Bai Kai Li Tala Bao Chi Li

Biogeotechnics2025，Vol.3Issue(3)：P.76-82,7.

Biogeotechnics2025，Vol.3Issue(3)：P.76-82,7.DOI:10.1016/j.bgtech.2024.100071

Triaxial compression test of MICP sand column and simulation of failure process

Siriguleng Bai ¹Kai Li ¹Tala Bao ¹Chi Li²

作者信息

1. College of Science,Inner Mongolia University of Technology,Hohhot 010051,China
2. College of Resources and Environmental Engineering,Inner Mongolia University of Technology,Hohhot O10051,China
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摘要

关键词

Biotreated geomaterial/Microbially induced calcite precipitation/Triaxial compression/Consolidated sand/Particle Flow Code(PFC)simulation/Failure mechanism

分类

建筑与水利

引用本文复制引用

Siriguleng Bai,Kai Li,Tala Bao,Chi Li..Triaxial compression test of MICP sand column and simulation of failure process[J].Biogeotechnics,2025,3(3):P.76-82,7.

基金项目

sponsored by the National Natural Science Foundation of China(Grant No.12002173,12262027) （Grant No.12002173,12262027）

Research start-up project of Inner Mongolia University of Technology(No.2200000924) （No.2200000924）

key Lab.of University of Geological Hazards and Geotechnical Engineering Defense in Sandy and Drought Regions,Inner Mongolia Autonomous. （）

Biogeotechnics

ISSN：2949-9291

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