摘要
通过工程实例介绍了进行先裙楼后主楼地下室基坑施工方案设计中需解决的关键问题及主要做法。提出了用复合地基理论计算坑壁土压力的方法 ,通过实际工程验证 ,此种方法是可行的。
The vital probems and the critical techniques,as podiums is prior to main building,of the construction of the foundation ditch are introduced in this paper.In addition,the method of earth pressure calculation applying compound foundation theories is presented,and it is confirmed that it is feasible in term of engineering practice.
出处
《低温建筑技术》
2002年第4期66-67,共2页
Low Temperature Architecture Technology
