摘要
通过对工程实例的计算,分析了理论计算CFG桩复合地基承载力和沉降量存在的问题,指出CFG桩复合地基承载力和沉降量的计算应综合考虑各方面因素的影响,有利于设计计算的准确性。
According to project counting, the paper analyzes the problems on the calculation method of vertical bearing capacity and settlement of CFG piles composite foundation. Point out we should think about all kinds of influence factors, it will be useful for counting it accurately.
出处
《山西建筑》
2006年第18期68-69,共2页
Shanxi Architecture
关键词
CFG桩
复合地基
承载力
沉降变形
CFG piles, composite foundation, vertical bearing capacity, settlement deformation
