摘要
对规范推荐的CFG桩复合地基变形的计算方法进行了修正,提出了新的CFG桩复合地基变形量计算法,采用两种计算方法对安阳某CFG桩复合地基进行了计算,并与观测结果作了对比,说明了计算更为方便的"修正规范法"结果优于"规范法"。
The paper modifies the calculation methods for the deformation of CFG pile composite foundation,points out the new calculation meth-od for CFG composite foundation deformation,adopts the calculation of some CFG composite foundation in Anyang by two calculation methods, compares the result with the one of the observation,and indicates it is more convenient to utilize the“modified regulation method”rather than the“regulation method”.
出处
《山西建筑》
2014年第23期73-74,共2页
Shanxi Architecture
基金
河南省教育厅科技攻关项目资助(项目编号:200510459073)
关键词
复合地基
CFG
桩
变形计算
composite foundation
CFG pile
deformation calculation
