The Distinct Element Method(DEM)is a discontinuum-based numerical method especially applicable to solve the discontinuity problems in jointed rock mass.
离散元法是基于不连续性假设的数值方法，它特别适合于求解节理岩体中的非连续性问题。
This paper presents a numerical investigation of cemented sand behaviours using the distinct element method (DEM).
采用离散单元法（DEM）对胶结砂土力学特性进行模拟。
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