摘要
通过对一基坑支护工程的失败原因进行详细分析，对水泥搅拌桩挡土墙进行了主动土压力、被动土压力的计算及其抗倾覆、抗滑移的验算，提出了卸载、放坡、止水和加固等相应的处理措施 ，取得了较为满意的效果.
Through a detailed analysis of a failed pit supporting project, the authors calculated the initiative and passive soil pressures of the cement-stirred pile retaining wall, conducted checking computations of its resistance to overturning and slipping, and put forward such solutions as unloading, sloping, sealing-up and reinforcing. The results prove to be satisfactory.
出处
《五邑大学学报（自然科学版）》
CAS
2001年第2期38-42,共5页
Journal of Wuyi University(Natural Science Edition)
关键词
基坑支护
主动土压力
被动土压力
搅拌桩
挡土墙
pit suppoting
initiative soil pressure
passive soil pressure
stirred pile
