摘要
从基础—垫层—复合地基相互作用的角度,分析了减小差异沉降的方法,给出了8种变刚度复合地基的处理方案,进一步指出变桩长、变桩距应是变刚度复合地基设计首先考虑的方法。
According to the interactio of foundation, cushion and composite foundation, we analyse the method of reducing the defferential settlem, impose eight schemes of variation rigidity composite foundation. We think the mothed of changing pile length or position is the most excellent scheme.
出处
《山西建筑》
2008年第1期117-118,共2页
Shanxi Architecture
关键词
差异沉降
复合地基
变刚度
defferential settlem, composite foundation, variation rigidity
