静土压力系数

R. Michalowski
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引用次数: 509

摘要

本文重新讨论了广泛使用的Jaky静土压力系数K0。结果表明,该系数是由砂棱柱的应力状态分析得出的,产生了一个不现实的应力场。同样令人惊讶的是,静应力状态被表示为极限状态参数(内摩擦角)的函数。因此,人们得出结论,由经典K0做出的合理预测在某种程度上是巧合。鉴于最近对棱柱状沙丘应力场的研究,讨论了Jaky对K0的解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Coefficient of Earth Pressure at Rest
The widely used Jaky coefficient of earth pressure at rest, K0 , is revisited. It is demonstrated that this coefficient was derived from an analysis of the stress state in a sand prism that yields an unrealistic stress field. It is also surprising that the at rest stress state is represented as a function of the limit state parameter (internal friction angle). Consequently, one arrives at the conclusion that reasonable predictions made by classical K0 are somewhat coincidental. Jaky’s solution to K0 is discussed in view of more recent research on the stress fields in prismatic mounds of sand.
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