摘要
提出了一种在箱基墙体均匀布置情况下,摩擦型支承桩的设计计算方法,并通过典型的算例分析得到:此设计方法对于减小底板弯矩,防止贯通裂缝而引起的渗漏有明显的作用。
In this thesis,while the walls in the box foundation is disposaled evenly,the design method of supporting pile bearing loads by friction is presented.A typical engineering sample is illustrated the conclusion that it can reduce the moments in floor and prevent the leakage leaded the run-through crack to use the new design method.
出处
《山西建筑》
2007年第33期145-147,共3页
Shanxi Architecture
关键词
箱形基础
支承桩
设计
等效代换
foundation-soil,supporting pile,design,change by same effect
