摘要
分析了具体工程的场区地质、水文和基坑周边条件 ,比较了两种支护方案 ,介绍了基坑支护的施工方法 ,阐述了变形监测内容 ,通过方案的选择 ,支护效果优良 。
Based upon analysis of engineering geological conditions, hydrological conditions, peripheral situations of foundation pit two supporting schemes are compared. Practical bracing construction as well as deformation monitoring method is introduced. Through scheme comparison good and qualified bracing result has been obtained.
出处
《山西建筑》
2004年第22期43-44,共2页
Shanxi Architecture
