A 3-D stability theory applied to layered rocks undergoing finite deformations in biaxial compression

被引：17

作者：

Guz, IA ^{[1
]}

Soutis, C ^{[1
]}

机构：

[1] Univ London Imperial Coll Sci Technol & Med, Dept Aeronaut, London SW7 2BY, England

来源：

EUROPEAN JOURNAL OF MECHANICS A-SOLIDS | 2001年 / 20卷 / 01期

关键词：

layered rocks; stability theory; continuum theory;

D O I：

10.1016/S0997-7538(00)01116-5

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

Based on the results obtained within the scope of the model of piecewise-homogeneous medium and three-dimensional stability theory, the asymptotic accuracy of the continuum theory is examined for layered compressible rocks undergoing finite deformations in biaxial compression. The particular mode of stability loss, that corresponds to the continuum approximation is determined. The investigation is carried out for the cases of uniaxial and biaxial compression and is illustrated by several numerical examples for the particular models of rocks. At that the influence of the layers' thickness and their stiffness, as well as the biaxiality of loading, on the accuracy of the continuum theory is determined. (C) 2001 Editions scientifiques et medicales Elsevier SAS.

引用

页码：139 / 153

页数：15

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