NON-UNIFORMITY OF TRIAXIAL SAMPLES DUE TO CONSOLIDATION WITH RADIAL DRAINAGE

被引:20
作者
ATKINSON, JH
EVANS, JS
HO, EWL
机构
来源
GEOTECHNIQUE | 1985年 / 35卷 / 03期
关键词
D O I
10.1680/geot.1985.35.3.353
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
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页码:353 / 355
页数:3
相关论文
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[2]   HYDRAULIC TRIAXIAL APPARATUS FOR CONTROLLED STRESS PATH TESTING [J].
BISHOP, AW ;
WESLEY, LD .
GEOTECHNIQUE, 1975, 25 (04) :657-670
[3]  
FREEMAN TJ, 1984, COMMUNICATION
[4]  
HOULSBY GT, 1982, CRITICAL STATE SOIL
[5]  
Thurairajah A, 1961, THESIS U CAMBRIDGE