水资源与水工程学报2016，Vol.27Issue(1)：212-216,5.DOI:10.11705/j.issn.1672-643X.2016.01.39
侧向荷载作用下砂土与粘土中桩的受力性状研究
Study on stress property of clay and sand middle pile under effect of lateral load
陈迪 1任青 1刘阳 1颜超 1柯喆1
作者信息
- 1. 上海理工大学 土木工程系,上海200093
- 折叠
摘要
Abstract
The nonlinear analysis of lateral load pile in clay and sand was carried out by p-y curve method.It used different p-y curve model to sand and clay,took m value and uniform ultimate resistance as model parameters.The soil body's deformation was distinguished as elastic zone and plastic zone during the iterative process through,finite difference method and iterative method,and a new computing model was established.Then it used fortran language to study the behavior of laterally loaded piles,and compared computation result with examples so as to prove that the model is suitable for the calculation between clay pile and sand one.关键词
侧向受荷桩/粘土/砂土/p-y曲线/极限抗力Key words
lateral load pile/clay/sand/p-y curve/limit resistance分类
建筑与水利引用本文复制引用
陈迪,任青,刘阳,颜超,柯喆..侧向荷载作用下砂土与粘土中桩的受力性状研究[J].水资源与水工程学报,2016,27(1):212-216,5.
