摘要
针对现行水泥土桩设计状况,在前人研究的基础上,结合工程实践,提出在沉降变形控制为主的前提下利用变化桩长控制沉降变形,提出了采用等效模量计算沉降变形和确定设计桩长的设计方法,供设计参考。
According to the current design of the cement-soil piles, based on the existing research, and combined with the engineering experiences, the viewpoint that the sinking deformation can be controlled by changing the lengths of piles, is put forward. The equivalent mold method to calculate the sinking transform is adopted, and the practical design method of the long piles cement-soil is presented.
出处
《建筑结构》
CSCD
北大核心
2005年第11期73-74,共2页
Building Structure
关键词
水泥土桩复合地基
沉降计算方法
沉降控制
设计方法
cement-soil composite foundation
method of sinking calculation
sinking control
design method
