The Distinct Element Method(DEM)is a discontinuum-based numerical method especially applicable to solve the discontinuity problems in jointed rock mass.
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连续性问题。
The Distinct Element Method(DEM)is a discontinuum-based numerical method especially applicable to solve the discontinuity problems in jointed rock mass.
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连续性问题。
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