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弹性介质中板桩力位移分析法的研究
引用本文:刘廷忠,王耀国. 弹性介质中板桩力位移分析法的研究[J]. 太原理工大学学报, 1994, 0(3)
作者姓名:刘廷忠  王耀国
作者单位:太原工业大学
摘    要:本文提出了弹性介质中板桩的力位移分析法,着重研究了板桩在土压力作用下下的分析方法,并进行了算例计算。通过算例发现该分析法得出的弯矩、压力和位移分布线与按微分分析法分析结果非常吻合。

关 键 词:朗金土压力;板桩;地基反力系数

The Study of Sheet Piles Embeded in Elastic Medium by Force Displacement Method
Liu Tinzhong,Wang Yaoguo. The Study of Sheet Piles Embeded in Elastic Medium by Force Displacement Method[J]. Journal of Taiyuan University of Technology, 1994, 0(3)
Authors:Liu Tinzhong  Wang Yaoguo
Affiliation:Taiyuan University of TechnoLogy
Abstract:In this paper a force displacement method to analysis of sheet piles embeded in anelastic medium is proposed.the method for analysis of sheet piles subjected to earth pressure ismainly studied and a numerical axample for analysis of the sheet piles is presented.Through the example we know that the distribution line of the bending moments,pressure and deflection obtained by this method is the same as by the differential method.
Keywords:rankine earth pressure  sheet pile  coefficient of subsoil reaction
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