Back to Search Start Over

Study on Liquefaction-Resistance Performance of MICP-Cemented Sands: Applying Centrifuge Shake Table Tests.

Authors :
Han, Zhiguang
Zhang, Jianwei
Bian, Hanliang
Yue, Jianwei
Xiao, Jianzhang
Wei, Yingqi
Source :
Journal of Geotechnical & Geoenvironmental Engineering. Aug2024, Vol. 150 Issue 8, p1-9. 9p.
Publication Year :
2024

Abstract

Microbial-induced calcium carbonate precipitation (MICP) is an emerging in situ grouting technology for sand ground improvement, slope stability, and subgrade reinforcement, featuring rapid implementation and low energy consumption. The precipitated calcium carbonate crystals can rapidly fill and cement sand particles so as to form a new soil structure that effectively reduces liquefaction sensitivity and dynamic damage. The centrifuge shake table test is an effective method for simulating liquefaction of sandy soil layers under shear wave excitation. Many studies have been conducted on this topic in recent years. However, the study on dynamic response, especially the liquefaction resistance of MICP-cemented sands by centrifuge shake table tests, is rare. In order to investigate the cementation effect of microbial treatment, centrifuge shake table tests were performed on two models, i.e., untreated and MICP cemented sand model. The test results indicated that, compared with untreated sand model, the liquefaction resistance of the MICP model was significantly improved in terms of acceleration response, shear stiffness, stress–strain relationship, and ground surface settlement. This study contributes to a better understanding of the mechanical law in the liquefaction process and enriches the engineering application of microbial grouting treatment of sand foundation prone to liquefaction. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
10900241
Volume :
150
Issue :
8
Database :
Academic Search Index
Journal :
Journal of Geotechnical & Geoenvironmental Engineering
Publication Type :
Academic Journal
Accession number :
177928355
Full Text :
https://doi.org/10.1061/JGGEFK.GTENG-11685