首页 | 官方网站   微博 | 高级检索  
     

基于荷载传递法的单桩非线性受力性状分析软件开发及其应用
引用本文:林 鹏,李术才,张乾青,李利平,张 骞,许振浩,孙超群.基于荷载传递法的单桩非线性受力性状分析软件开发及其应用[J].岩土力学,2013,34(Z2):375-382.
作者姓名:林 鹏  李术才  张乾青  李利平  张 骞  许振浩  孙超群
作者单位:1. 山东大学 岩土与结构工程研究中心,济南 250061;2. 中国矿业大学 深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116
基金项目:中国矿业大学深部岩土力学与地下工程国家重点实验室开放基金资助(No. SKLGDUEK1210);中国博士后科学基金面上项目资助(No. 2012M521339);山东大学自主创新基金资助(No. 2012GN012)
摘    要:基于荷载传递法的单桩非线性受力性状分析软件,可灵活选用不同的荷载传递函数如双曲线模型和软化模型等分析单位侧阻与桩土相对位移间的关系及桩端位移和桩端阻力间的关系,并将桩分成若干桩段以考虑地基土的成层性,且在分析单桩的非线性受力性状的过程中可考虑地下水的影响。该软件得出的单桩受力性状与实际情况吻合较好,提出的基于荷载传递法的单桩非线性受力性状的分析软件是合理可行的,在单桩非线性受力性状的分析上具有一定的实用价值。

关 键 词:单桩  非线性  荷载传递函数  成层土  
收稿时间:2013-05-30

Development of software for nonlinear analysis of single pile response based on load transfer method and its application
LIN Peng,LI Shu-cai,ZHANG Qian-qing,LI Li-ping,ZHANG Qian.Development of software for nonlinear analysis of single pile response based on load transfer method and its application[J].Rock and Soil Mechanics,2013,34(Z2):375-382.
Authors:LIN Peng  LI Shu-cai  ZHANG Qian-qing  LI Li-ping  ZHANG Qian
Affiliation:1. Geotechnical & Structural Engineering Research Center, Shandong University, Jinan 250061, China; 2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221116, China
Abstract:Software for nonlinear analysis of a single pile response based on load transfer method is presented in this paper. Different load transfer functions such as a hyperbolic model and a softening model can be adopted in the present software to capture the relationship between unit skin friction and pile-soil relative displacement and the relationship between unit tip resistance and pile tip displacement. In the present software, the single pile is divided into different segments to consider layers of soil, and the influence of the groundwater level on the single pile response can be taken into account. The single pile response derived from the present software is generally in good agreement with the field-observed behavior. The proposed software is efficient, and suitable for the analysis of nonlinear response of a single pile.
Keywords:single pile  nonlinearity  load transfer functions  multilayered soils
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号