摘要
以上海市区某超长车站基坑为背景,从基坑分区方案、地墙接头设计、支撑系统选择、地基加固方案4方面探讨了软土地区深基坑设计的难点,重点分析了邻近基坑周边老房屋的保护措施,并建立有限元分析模型,从理论和实际监测数据结果可知,专项保护措施满足了周边房屋的变形控制要求。
Based on the foundation pit of a super-long station in Shanghai,the difficulties of deep foundation pit design in soft soil area are discussed from four aspects:foundation pit zoning scheme,ground wall joint design,support system selection and foundation reinforcement scheme.The protection measures of old buildings near foundation pit are emphatically analyzed,and a finite element analysis model is established.The results of theoretical and practical monitoring data show that special protection is achieved.The measures meet the deformation control requirements of surrounding buildings.
出处
《建筑技术开发》
2019年第20期160-162,共3页
Building Technology Development
关键词
超长基坑
围护结构
周边建筑物
super-long foundation pit
enclosure structure
surrounding