Influence of curing under stress on the triaxial response of cemented soils

被引：122

作者：

Consoli, NC ^{[1
]}

Rotta, GV

Prietto, PDM

机构：

[1] Univ Fed Rio Grande Sul, BR-90046900 Porto Alegre, RS, Brazil

[2] Catholic Univ Pelotas, Pelotas, Brazil

来源：

GEOTECHNIQUE | 2000年 / 50卷 / 01期

关键词：

laboratory tests; shear strength; stiffness; residual soils; fabric/structure of soils;

D O I：

10.1680/geot.2000.50.1.99

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The behavior of an artificially cemented soil under drained triaxial compression was analyzed under two distinct conditions: specimens cured under confining pressure applied and specimens cures without confining pressure. The importance of acting stresses during the formation of cemented bonds to the behavior of natural and artificially cemented soils was presented.

引用

页码：99 / 105

页数：7

共 23 条

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