摘要
针对天津某基坑采用钢板桩支护后变形过大,分析其原因,提出支护纠偏方案并重新验算,最终变形稳定,效果良好,可对天津地区此类基坑支护设计施工起到指导作用。
The deformation of a foundation pit for the use of steel sheet pile support in Tianjin,which is too large.We analyze the reasons.Correction program support is proposed and re-checked.Finally the deformation of foundation is stable,good effect of foundation reinforcement,which can play a guiding role in retaining and protecting for foundation pit support design of Tianjin.
出处
《山西建筑》
2011年第5期80-81,152,共3页
Shanxi Architecture
关键词
基坑支护
钢板桩
变形
加固
foundation pit support
steel sheet pile
deformation
reinforcement
