武汉岩土所在土石混合体边坡灾变特征的虚单元方法研究中获进展
Chinese Academy of Science,
土石混合体是由强度较高的大型块石和松软的土体混合而成的多相体系。近年来，土石混合体材料作为特殊的岩土介质愈发受到岩土工程界的重视。土石混合体边坡是自然界中常见的一种边坡类型，具有明显的不均匀性和不连续性。传统的有限元方法在模拟土石混合体边坡灾变过程时，存…
The virtual element method strength reduction technique for the stability analysis of stony soil slopes
Overview of attention for article published in Computers & Geotechnics, March 2020
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