摘要
以某地铁基坑围护结构钻孔桩内力计算为例,对减少横撑倒换引起内力变化进行分析,让广大技术人员认识到横撑倒换对围护桩影响较大,应引起重视,并为今后类似工程施工提供参考。
Taking internal force calculation for the retaining structures of foundation pits of metro-drilled pile as example, this paper make an analysis on the internal force change which result from the waling stripe rearrangement decrease, which can provide reference for similar works in the furore.
出处
《山西建筑》
2006年第9期77-78,共2页
Shanxi Architecture
关键词
横撑倒换
围护桩内力
深基坑
waling stripe rearrangement, the internal force of guard post, foundation pits
