AN ALTERNATIVE FRAMEWORK FOR UNSATURATED SOIL BEHAVIOR

被引：24
作者：
WHEELER, SJ
机构：
[1] Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD, Mappin Street
来源：
GEOTECHNIQUE | 1991年 / 41卷 / 02期
关键词：
COMPACTION; CONSTITUTIVE RELATIONS; PARTIAL SATURATION; SHEAR STRENGTH; TRIAXIAL TESTS;
D O I：
10.1680/geot.1991.41.2.257
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
引用
收藏
页码：257 / 261
页数：5
相关论文
共 5 条
  • [1] BARDEN L, 1970, P AM SOC CIVIL ENG, V96, P1171
  • [2] THE SHEAR-STRENGTH OF PARTLY SATURATED SOILS
    ESCARIO, V
    SAEZ, J
    [J]. GEOTECHNIQUE, 1986, 36 (03): : 453 - 456
  • [3] SHEAR-STRENGTH OF UNSATURATED SOILS
    FREDLUND, DG
    MORGENSTERN, NR
    WIDGER, RA
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1978, 15 (03) : 313 - 321
  • [4] DETERMINATION OF THE SHEAR-STRENGTH PARAMETERS OF AN UNSATURATED SOIL USING THE DIRECT SHEAR TEST
    GAN, JKM
    FREDLUND, DG
    RAHARDJO, H
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1988, 25 (03) : 500 - 510
  • [5] A FRAMEWORK FOR UNSATURATED SOIL BEHAVIOR
    TOLL, DG
    [J]. GEOTECHNIQUE, 1990, 40 (01): : 31 - 44
1