横向受力桩与层状土体的非线性相互作用分析  

Analyses of the Non-linear Interactionof Laterally Loaded Piles and Multilayed Soils

作　　者：唐和生[1] 薛松涛[1] 范存新[2] 陈镕[1] 王远功[1] 

机构地区：[1]同济大学工程力学与技术系,上海200092 [2]苏州城建环保学院基础部,江苏苏州215011

出　　处：《苏州城建环保学院学报》2000年第2期25-31,共7页Journal of Suzhou Institute of Urban Construction and Environmental Protection

基　　金：国家杰出青年科学基金!(59925820)

摘　　要：文章在弹性地基反力法的基础上 ,采用逐步加载方式分析非单一刚度的横向受力桩和抗力系数等随深度任意变化的层状土体的非线性相互作用 。In this paper, based on the method of elastical foundation reaction, the analyses of the non-lined interaction of laterally loaded piles with non-unitary stiffness and multilayed soils with reaction coefficient varying along the depth were made using step′s loading method.Then the according computer program was compiled and debugged.

关 键 词：横向受力桩 层状土体 非线性相互作用 

分 类 号：TU435[建筑科学—岩土工程] TU473.1[建筑科学—土工工程]