中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental study on Microbially Induced Calcite Precipitation for expansive soil stabilization

文献类型:期刊论文

作者Lu, Zheng; Qiu, Yu; Liu, Jie; Yu, Chengcheng; Yao, Hailin
刊名GEOMECHANICS AND ENGINEERING
出版日期2023-01-10
卷号32期号:1页码:85
关键词cementation effect coating effect expansion expansive soil Microbially induced carbonate precipitation (MICP) the treated soil
ISSN号2005-307X
英文摘要Microbially induced carbonate precipitation (MICP) is extensively discussed as a promising topic for ground stabilization. The practical effect of stabilizing the expansive soil is presented in this paper with a logical process from the bacterial activity to the treatment technology. Temperature, pH, shaking frequency, and inoculation amount are discussed to evaluate the bacterial activity. The physic-mechanic properties are also evaluated to discuss the effect of the MICP process on expansive soil. Results indicate that the MICP method achieves the mitigation of expansion. The treated soil has a low proportion of fine particles (< 5 mu m), the plasticity index significantly decreases, and strength values improve much. MICP process has a significant cementation effect on the soil matrix. Moreover, the infiltration model test presents the coating effect on the topsoil. According to the relation between the CaCO3 content and the treatment effect, the topsoil has better treatment than the deeper soil.
学科主题Engineering
语种英语
WOS记录号WOS:000935405500006
出版者TECHNO-PRESS
源URL[http://119.78.100.198/handle/2S6PX9GI/35315]  
专题中科院武汉岩土力学所
作者单位1.Chinese Academy of Sciences; University of Chinese Academy of Sciences, CAS
2.Chinese Academy of Sciences; Wuhan Institute of Rock & Soil Mechanics, CAS;
推荐引用方式
GB/T 7714
Lu, Zheng,Qiu, Yu,Liu, Jie,et al. Experimental study on Microbially Induced Calcite Precipitation for expansive soil stabilization[J]. GEOMECHANICS AND ENGINEERING,2023,32(1):85.
APA Lu, Zheng,Qiu, Yu,Liu, Jie,Yu, Chengcheng,&Yao, Hailin.(2023).Experimental study on Microbially Induced Calcite Precipitation for expansive soil stabilization.GEOMECHANICS AND ENGINEERING,32(1),85.
MLA Lu, Zheng,et al."Experimental study on Microbially Induced Calcite Precipitation for expansive soil stabilization".GEOMECHANICS AND ENGINEERING 32.1(2023):85.

入库方式: OAI收割

来源:武汉岩土力学研究所

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