首页 | 官方网站   微博 | 高级检索  
     

推力桩的三参数算法
引用本文:许锡宾,王金海,王学军.推力桩的三参数算法[J].土木与环境工程学报,2006,28(5):1-6.
作者姓名:许锡宾  王金海  王学军
作者单位:重庆交通大学,河海学院,重庆,400074
摘    要:提出了推力桩的三参数算法,给出了其理论通解式,明确了幂指数的理论取值范围。该法的基本微分方程更具一般性,理论推导严密,通解的收敛性好,具有明显优于现有算法的拟合效果。

关 键 词:推力桩  三参数算法  理论通解  变参数
文章编号:1006-7329(2006)05-0001-06
收稿时间:2006-05-15
修稿时间:2006年5月15日

3 -Parameter Theory of Laterally Loaded Pile
XU Xi - bin,WANG Jin - hai,WANG Xue - jun.3 -Parameter Theory of Laterally Loaded Pile[J].Journal of Civil and Environmental Engineering,2006,28(5):1-6.
Authors:XU Xi - bin  WANG Jin - hai  WANG Xue - jun
Affiliation:College of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, P. R. China
Abstract:By adopting the advantages of previous theories of laterally loaded pile,in this paper,the authors brought up a 3-parameter theory and deduced its theoretical common solution.At the same time,the theoretical range of n, a very important parameter,was given,too.In comparison with previous theories,the 3-parameter theory's basic differential equation is more common,and its deduction is stricter,and the convergence of its common solution is better.In addition,because for the 3-qarameter theory the idea that every parameter is variable has been adopted,it is able to break through the theoretical restriction of its linear-elastic basic equation.So the 3-parameter theory is essentially different from previous theories and its calculation result is better.
Keywords:laterally loaded pile  3-parameter theory  common solution  variable parameter  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《土木与环境工程学报》浏览原始摘要信息
点击此处可从《土木与环境工程学报》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