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CFD-DEM simulation of microbially treated sands under undrained consolidated cyclic triaxial tests

The microbially induced calcite precipitation is a promising technology to improve ground, and the treated soil can be regarded as the structural one. In this study, firstly, based on the three-dimensional (3D) contact model for granulates incorporating rolling and twisting resistances and 3D bonds...

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Hlavní autor: JIANG Ming-jing 1, 2, 3, 4, 5, SUN Ruo-han 1, 2, LI Tao 1, 2, YANG Tao 5, TAN Ya-fei-ou 5
Médium: Artigo
Jazyk:Inglês
Vydáno: Editorial Office of Chinese Journal of Geotechnical Engineering 2020-01-01
Edice:Yantu gongcheng xuebao
Témata:
microbially induced calcite precipitation
coupled cfd-dem
undrained cyclic triaxial test
ground liquefaction
distinct element method
On-line přístup:https://www.cgejournal.com/en/article/doi/10.11779/CJGE202001002
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