摘要
研究了利用静态松弛离散单元法计算深基坑支护桩上的土压力分布情况．
Analysis based on static relaxation discrete element method is presented for earth pressure distribution on the piles in deep foundation excavation.
关键词
深基坑支护桩
土压力分布
有限元
离散元分析
static relaxation discrete element method
pile bracing structure in deep foundation
earth pressure
