本文依托北京轨道交通大兴线天宫院站～终点区间U型槽深基坑支护工程为背景，分别进行了常规设计方法和数值模拟方法的研究。
This article relies on Beijing Daxing Line Metro Station ~ end of interval Temple Hospital U-groove of Deep Foundation Pit project , studied respectively conventional design methods and numerical simulation application .
大兴站