Static and dynamic behaviour of soils : a rational approach to quantitative solutions. I. Fully saturated problems

O. Zienkiewicz, A. Chan, M. Pastor, D. K. Paul, T. Shiomi
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引用次数: 367

Abstract

The behaviour of all geomaterials, and in particular of soils, is governed by their interaction with the pore fluid. The mechanical model of this interaction when combined with suitable constitutive discription of the solid phase and with efficient, discrete, computation procedures, allows most transient and static problems involving deformations to be solved. This paper describes the basic procedures and the development of a general purpose computer program (SWANDYNE-X). The results of the computations are validated by comparison with experimental results obtained on physical models tested in the Cambridge Centrifuge.
土壤的静态和动态行为:定量解决方案的合理方法。1、完全饱和问题
所有岩土材料,特别是土壤的行为都是由它们与孔隙流体的相互作用决定的。当这种相互作用的力学模型与合适的固相本构描述和有效的离散计算程序相结合时,可以解决大多数涉及变形的瞬态和静态问题。本文介绍了通用计算机程序SWANDYNE-X的基本程序和开发过程。计算结果与剑桥离心机物理模型的实验结果进行了比较,验证了计算结果的正确性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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