Undrained shear strength of biochar-assisted biocemented calcareous sand by biostimulated microbially induced calcium carbonate precipitation

Biostimulation has been proven to be an available approach for microbially induced calcium carbonate precipitation (MICP). However, biostimulation may not be as effective as bioaugmentation in some unfavorable situations. In this study, the feasibility of biochar-assisted MICP for improving the shea...

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发表在:	Journal of Rock Mechanics and Geotechnical Engineering
Main Authors:	Yijie Wang, Xiaole Han, Kaiwei Liu, Juan Du, Wenbo Chen, Zhenyu Yin, Shu Yu, Ningjun Jiang
格式:	文件
语言:	英语
出版:	Elsevier 2025-09-01
主题:	Biostimulation Biochar Triaxial consolidated undrained (CU) shear test Ureolytic activity Failure criterion
在线阅读:	http://www.sciencedirect.com/science/article/pii/S1674775524005742