首页 | 本学科首页   官方微博 | 高级检索  
     检索      

单桩荷载与位移曲线规律分析
引用本文:潘时声.单桩荷载与位移曲线规律分析[J].清华大学学报(自然科学版),1994(5).
作者姓名:潘时声
作者单位:Department of Hydraulic and Hydropower Engineering,Tsinghua University
摘    要:首先提出利用分层位移迭代法计算单杠荷载与位移(桩顶沉降),即P-s曲线的方法,然后分析单桩P-s曲线随桩长L、直径D、桩身材料弹性模量E和极端阻力Rμ的变化规律,发现一些重要特征和新的规律,最后利用实测结果进行了验证。文章对制定桩的静载试验规则和合理设计桩基础,具有重要意义。

关 键 词:单极  P-s曲线  规律  分层位移送代法

Regularity analysis of P-s curve of single pile
Pan Shisheng.Regularity analysis of P-s curve of single pile[J].Journal of Tsinghua University(Science and Technology),1994(5).
Authors:Pan Shisheng
Abstract:A method to compute the p-s curve of single pile with layered displacement iterative method is proposed first. Then the variational regularity of p-s curve of single pile with pile length L, diameter D,elastic modulus E of pile shaft material and pile toe resistance R. is analysed. Some important characteristics and new regularities are found and verified with measured results. It has an important guiding significance in laying down the rules on static loading tests of pile and designing the pile foundation rationally.
Keywords:single pile  p-s curve  regularity  layered displacement iterative method  
本文献已被 CNKI 等数据库收录!
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