摘要
基于采用动态松弛法求解的三维离散单元法,提出了地下水、锚杆的三维分析方法,给出了相应的算法和公式,并通过算例进行了验证。
Based on three dimensional discrete element method which uses dynamic relaxation, a three dimentional method is proposed to analyse underground water and bolts, the corresponding algorithm and formulas are given, and two examples are computed.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1999年第1期6-11,共6页
Chinese Journal of Rock Mechanics and Engineering
关键词
动态松驰
三维离散元法
地下水
锚杆
dynamic relaxation, 3 D DEM, underground water, bolt