BIFURCATION ANALYSIS OF THE TRIAXIAL TEST ON SAND SAMPLES

被引：48

作者：

VARDOULAKIS, I

机构：

[1] Institut für Bodenmechanik und Felsmechanik, Universität Karlsruhe, Karlsruhe 1

来源：

ACTA MECHANICA | 1979年 / 32卷 / 1-3期

关键词：

D O I：

10.1007/BF01176132

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A bifurcation analysis of a strain hardening dilatant sand sample in the triaxial test is carried out. The analysis shows that the triaxial test yields only then the limiting soil properties if 1) the sample is compact enough and 2) if the confining pressure does not exceed a critical value depending on the soil anisotropy and the slenderness of the sample. © 1979 Springer-Verlag.

引用

页码：35 / 54

页数：20

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