PLANE-STRAIN COMPRESSION EXPERIMENTS ON WATER-SATURATED FINE-GRAINED SAND

被引：142

作者：

HAN, C ^{[1
]}

VARDOULAKIS, IG ^{[1
]}

机构：

[1] NATL TECH UNIV ATHENS,DEPT ENGN SCI,GR-147 ATHENS,GREECE

来源：

GEOTECHNIQUE | 1991年 / 41卷 / 01期

关键词：

ANTIGRANULOCYTES MATERIALS; LIQUEFACTION; PERMEABILITY; SHEAR STRENGTH; SHEAR TESTS; TIME DEPENDENCE;

D O I：

10.1680/geot.1991.41.1.49

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This Paper presents the results from an experimental study of the pre-failure and post-failure behaviour of water-saturated fine-grained sand in biaxial compression. The experiments were performed in a plane-strain apparatus which allowed a detailed study of bifurcation and post-bifurcation phenomena. Emphasis is given to limiting states, deformation instabilities and failure phenomena (liquefaction and localization). A patterned failure mode is illustrated with X-ray radiographs. Internal fluid flow and rate sensitivity in relation to mathematical stability are also discussed.

引用

页码：49 / 78

页数：30

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