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

推力桩综合刚度原理参数的数值解
引用本文:汪宏,曹骞,王金海.推力桩综合刚度原理参数的数值解[J].港工技术,2007(6):31-33.
作者姓名:汪宏  曹骞  王金海
作者单位:江苏科技大学船舶与海洋工程学院,江苏,镇江,212003
基金项目:江苏省教委自然科研基金课题资助(2KJD560001)
摘    要:为提高桩的水平力计算精度,提出了地基反力系数按双参数抗力模式表达下的反力积分法数值分析方法,并详细推导了计算公式。基于这些公式,编制了相应的计算程序。算例表明该方法计算精度高,可使数值解接近真实解。

关 键 词:推力桩  综合刚度  水平受荷桩  反力积分法
文章编号:1004-9592(2007)06-0031-03
收稿时间:2007-02-27
修稿时间:2007年2月27日

Numerical Solutions of Laterally Loaded Pile by the Biparameter Method with Composite Stiffness
Wang Hong,Cao Qian,Wang Jinhai.Numerical Solutions of Laterally Loaded Pile by the Biparameter Method with Composite Stiffness[J].Port Engineering Technology,2007(6):31-33.
Authors:Wang Hong  Cao Qian  Wang Jinhai
Abstract:In order to enhance the calculation precision of internal force of laterally loaded pile,the author in the paper proposes a method calculating internal force and displacement of laterally loaded pile.The method is presented which the composite stiffness of the pile and soil and its bipaprameter of foundation coefficient can be back calculated by the fruit of analytical method.The displacements and internal forces of laterally loaded pile can be calculated by means of reaction integration method that the principle is simple and easily to be programmed.The examples show the method to be convenient and reliable.
Keywords:composite stiffness  bipaprameter method  laterally loaded pile  reaction integration method  
本文献已被 CNKI 维普 万方数据 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