摘要
介绍了长短桩复合地基承载力和沉降变形的设计计算方法,并通过长短桩复合地基的工程实例将计算结果与实测结果进行对比分析,结果表明不同的计算方法有各自的适用范围,应根据工程的实际情况选择适当的计算方法,可为该类长短桩复合地基承载力和沉降变形计算提供参考。
The calculation methods for the bearing capacity and settlement deformation of long-short-pile composite foundation are introduced here,and the calculated values are compared with actual measured values through engineering examples.The results show that different calculation methods would have respective suitable scope,the appropriate calculation method should be selected according to practical situation,meanwhile,the results could provide references to the calculation for the bearing capacity and settlement deformation of similar long-short-pile composite foundations.
出处
《水利与建筑工程学报》
2012年第1期100-104,共5页
Journal of Water Resources and Architectural Engineering
基金
国家自然基金资助项目"长短桩复合地基的变形性状分析及其试验研究"(50678110)
关键词
长短桩复合地基
高层建筑
承载力
沉降
long-short-pile composite foundation
high-rise building
bearing capacity
settlement
