摘要
介绍了桩土的相互作用与静载试压方法,通过有限元分析研究了桩身压缩变形对基桩承载力试压结果的影响,探讨了考虑桩身压缩的承载力取值方法,对于城市建设中的桩基应用具有一定的参考意义。
The following paper introduces the irtteraction of pile-soil and its static-load pressure test method, analyzes and studies the influenees of pile stem＇s compression deformation on the pressure testing result of foundation pile＇s bearing capacity by finite element, and discusses the value-taking method of beating capacity considering pile stem＇s compression deformation, which has a certain referential significance for the application of pile foundation in city construction.
出处
《山西建筑》
2007年第1期118-119,共2页
Shanxi Architecture
关键词
静载试压
桩基承载力
有限元
桩身压缩变形
statie-load pressure test, bearing capacity of pile foundation, finite element, compression deformation of pile stem
