摘要
用三维弹塑性有限单元法计算得出砂土中的复合桩基端阻群桩效应系数均略低于《建筑桩基技术规范》
The factor values of pile group effect of pile end resistance in sandy compound pile foundation, calculated by using a 3 dimension elastic plastic finite element method, are lower than those in the 'Technical Code for Building Pile Foundations'.
出处
《水利水运工程学报》
CSCD
北大核心
2003年第1期71-74,共4页
Hydro-Science and Engineering
关键词
复合桩基
桩端阻
群桩效应系数
有限单元法
compound pile foundation
end resistance of pile
efficiency factor of pile group
finite element method
