摘要
近年来,市政工程建筑中基坑开挖深度越来越深,基坑工程事故频发,并且大部分基坑事故的发生与基坑降水息息相关。论文对软土地区常用的基坑支护形式和降水方式进行了总结,并结合工程实例,分析基坑降水对边坡稳定性的影响。
In recent years,the excavation depth of foundation pit in municipal engineering construction is increasing,foundation pit engineering accidents are frequent,and most foundation pit accidents are closely related to foundation pit dewatering.This paper summarizes the common forms of foundation pit support and dewatering in soft soil area,and analyzes the influence of foundation pit dewatering on the stability of slopewith engineering examples.
作者
李树凯
LI Shu-kai(Shandong Xinhui Construction Group,Dongying 257091,China)
出处
《工程建设与设计》
2020年第22期46-47,共2页
Construction & Design for Engineering
关键词
基坑开挖
基坑降水
东营地区
边坡稳定性
foundation pit excavation
foundation pit dewatering
Dongying area
slope stability
