摘要
结合实际工程介绍用悬臂式挡土桩作深基坑支护的设计方法，用“ｍ”法对支护桩的位移、内力和配筋计算得到了满意的结果，可供设计参考。
A design method of overhanging retaining pile to deep foundation pit supporting by means of a case record is introduced and the calculation results of displacement, internal force and reinforcement for the piles are satisfactory, which can give reference to structural designer.
出处
《建筑结构》
CSCD
北大核心
1999年第5期20-21,36,共3页
Building Structure
关键词
深基坑支护
悬臂式挡土桩
设计
计算
deep foundation pit supporting
overhanging retaining pile
m method
design calculation
