提出了深基坑回弹空间效应分析的三维有限元模型。
A three-dimensional finite element model considering spatial effect of foundation pit resilience is proposed in this paper.
本文通过实例分析了在深基坑工程中，由于基坑回弹导致钻孔灌注桩断桩的原因，并提出了预防措施。
In this paper, the causes of rebound foundation pit result in the crack in the foundation pile were analyzed through the engineering case, and the preventive measures were proposed.
本文通过亲自对一个工程实例进行连续长达4个月的全面应力、变形及基坑回弹观测，并结合当前基坑支护设计，尤其是平面支撑系统设计中存在某些缺陷，提出一种新设计方法。
By 4 months' observation to internal force and displacement of a engineering example_, some shortcoming is founded in the current design of shoring system at the same time a new method is created.
应用推荐