Experimental study of fine-scale changes in MICP-treated calcareous sand before and after compression
Biogeotechnics|更新时间:2024-07-16
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Experimental study of fine-scale changes in MICP-treated calcareous sand before and after compression
“In the field of geotechnical engineering, scientists have conducted in-depth research on the microstructure of microbial induced calcium carbonate precipitation reinforced calcareous sand through CT scanning technology, revealing its failure modes at different stress levels and providing new insights for improving the performance of sand engineering.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 5, Pages: 74-80(2024)
作者机构:
1.重庆大学 土木工程学院,重庆 400045
2.泉州市审计局,福建 泉州 362000
3.重庆交通大学 材料科学与工程学院,重庆 400074
作者简介:
WU Bingyang (1999- ), main research interest: acoustic emission physical statistics of rocks and biotreated soil, E-mail: wby8840@163.com.
WU Bingyang,WANG Lei,JIANG Xiang,et al.Experimental study of fine-scale changes in MICP-treated calcareous sand before and after compression[J].Journal of Civil and Environmental Engineering,2024,46(05):74-80.
WU Bingyang,WANG Lei,JIANG Xiang,et al.Experimental study of fine-scale changes in MICP-treated calcareous sand before and after compression[J].Journal of Civil and Environmental Engineering,2024,46(05):74-80. DOI: 10.11835/j.issn.2096-6717.2023.079.
Experimental study of fine-scale changes in MICP-treated calcareous sand before and after compression