Residual strength of clays and correlations using Atterberg limits

被引：60

作者：

Wesley, LD ^{[1
]}

机构：

[1] Univ Auckland, Dept Civil & Environm Engn, Auckland 1, New Zealand

来源：

GEOTECHNIQUE | 2003年 / 53卷 / 07期

关键词：

clays; laboratory tests; plasticity; residual soils; shear strength; soil classification;

D O I：

10.1680/geot.53.7.669.37386

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：669 / 672

页数：4

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