Influence of soil type and stress state on predicting shear strength of unsaturated soils using the soil-water characteristic curve

被引:0
|
作者
Kim, Wan Soo [1 ]
Borden, Roy H. [1 ]
机构
[1] N Carolina State Univ, Dept Civil Construct & Environm Engn, Raleigh, NC 27695 USA
关键词
unsaturated soil strength; soil-water characteristic curve; soil suction; prediction procedure; PARAMETERS;
D O I
10.1139/T11-082
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Comprehensive studies on the prediction of unsaturated shear strength were performed using three commonly used empirical procedures: Fredlund et al. approach (published in 1996), Vanapalli et al. approach (published in 1996), and Khalili and Khabbaz method (published in 1998). Shear strength data published in the literature for 15 soils were examined using these procedures. Comparisons between measured and predicted values of unsaturated shear strength are presented for different soil types. The effect of stress state on the prediction of shear strength is also discussed.
引用
收藏
页码:1886 / 1900
页数:15
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