摘要
针对场地工程地质条件,提出了深基坑支护设计的方案,并对桩顶最大位移进行了计算,介绍了基坑支护结构施工,得出了该施工工艺能降低施工难度,缩短工期的结论,以提高深基坑支护技术。
in view of practical engineering geological conditions corresponding design scheme is introduced for deep excavation retaining. The maximum displacement of pile is calculated. Construction technology is also introduced for deep excavation retaining. Practice shows this technology is practical, which not only reduces construction difficulties but shortens limit time.
出处
《山西建筑》
2006年第9期84-85,共2页
Shanxi Architecture
关键词
深基坑
工程
地质条件
支护结构
deep excavation, engineering, geological condition, supporting structure
