推力桩的三参数算法
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TU74

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3 -Parameter Theory of Laterally Loaded Pile
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    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。

    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.

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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(中英文),2006,28(5):1-6. 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):1-6.10.11835/j. issn.1674-4764.2006.05.001

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  • 收稿日期:2006-05-15
  • 最后修改日期:2006-05-15
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