摘要
利用有限元方法，对桩—承台—土共同作用进行了探讨．采用邓肯张非线性弹性模型，并在桩与土的接触面上设置了ＤａｎｃａｎＣｌｏｕｇｈ
An investigation has been carried out for the co action among pile raft clay with finite element method.Employing the Dancan chang's nonlinear elastic modal,the interface pattern between pile and clay are simulated.
出处
《西北建筑工程学院学报（自然科学版）》
CAS
1999年第3期32-35,共4页
Journal of Northwestern Institute of Architectural Engineering
关键词
桩-承台-土
共同作用
有限元法
群桩
pile raft clay effet
interface model
finite element method
pile group
