摘要
首先对土拱效应的基本组成、力学特征以及土拱力学原理进行了分析,然后对建立有限元模型对土拱效应下抗滑桩的受力特性进行分析。
This article firstly analyzed the basic composition mechanical characteristics principles of mechanics of soil arching effect. And then it established finite element model to analyze the force characteristics of anti- slide pile under the soil arching effect.
关键词
土拱效应
有限元
抗滑桩
受力特征
soil arching
finite element
anti-slide pile
force characteristics