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Performance evaluation of liquefaction resistance of a MICP-treated calcareous sandy foundation using shake table tests

Calcareous sandy foundations are susceptible to liquefaction when subjected to dynamic loading such as seismic or wave loading. The microbially induced calcite precipitation (MICP) treatment is a relatively new method to improve the liquefaction resistance of calcareous sand. In this study, several...

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Huvudupphov: ZHANG Xin-lei 1, 2, CHEN Yu-min 1, 2, ZHANG Zhe 1, 2, DING Xuan-chen 1, 2, XU Sheng-ming 1, 2, LIU Han-long 3, WANG Zhi-hua 4
Materialtyp: Artigo
Språk:Inglês
Utgiven: Editorial Office of Chinese Journal of Geotechnical Engineering 2020-06-01
Serie:Yantu gongcheng xuebao
Ämnen:
microbially induced calcite precipitation
calcareous sandy foundation
liquefaction resistance
dynamic response
history of vibration
shake table test
Länkar:https://www.cgejournal.com/en/article/doi/10.11779/CJGE202006005
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