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。
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.
关键词
板桩
地基
反力系数
弹性介质
rankine earth pressure
sheet pile
coefficient of subsoil reaction
