中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊
重庆交通大学学报（自然科学版）

重庆交通大学学报（自然科学版） ›› 1985, Vol. 4 ›› Issue (3): 19-27.

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推力桩双参数法微分方程的通解

吴恒立   

  • 收稿日期:1984-04-17 出版日期:1985-06-24 发布日期:2016-11-09

A General Solution of Differential Equation of Double-Parameter Method Used in Design of Laterally Loaded Piles

Wu Hengli   

  • Received:1984-04-17 Online:1985-06-24 Published:2016-11-09

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摘要： 本文给出了推力桩双参数法微分方程EI(d4y/dx4)=-mx1/nybp的通解。与文献[2]一起,可以显著提高受推力作用的长桩的设计水平。

Abstract: This paper presents a general solution of the following differential equation: EI(d4y/dx4)=-mx1/nybp which is used in Double-parameter method of laterally loaded piles. The solution, together with the reference literature [2], can be used in improving the design level of long piles loaded laterally.