An alternative framework for unsaturated soil behaviour

Geotechnique

Volumn 41, Issue 2, 1991, Pages 257-261

  Wheeler, S J ^a  

^a UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

compaction; constitutive relations; partial saturation; shear strength; triaxial tests

Indexed keywords

SAND AND GRAVEL - TESTING; SOILS - CONSOLIDATION; STRESSES - SHEAR;

CONSTITUTIVE RELATIONS; CRITICAL STATE RELATIONSHIPS; UNSATURATED SOILS;

SOIL MECHANICS;

COMPACTION; CRITICAL STATE RELATIONSHIP; SHEAR STRENGTH; SOIL MECHANICS; TRIAXIAL TEST; UNSATURATED SOIL;

EID: 0025920572     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.1991.41.2.257     Document Type: Article

References (5)

1. Barden, L. & Sides, G. R. (1970). Engineering behaviour and structure of compacted clay. Proc. Am. Soc. Civ. Engrs 96, SM4, 1171-1200.
2. Escario, V. & Saez, J. (1986). The shear strength of partly saturated soils. Géotechnique 36, No. 3, 453-456.
3. Fredlund, D. G., Morgenstern, N. R. & Widger, R. A. (1978). The shear strength of unsaturated soils. Can. Geotech. J., 15, 313-321.
4. Gan, J. K. M., Fredlund, D. G. & Rahardjo, H. (1988). Determination of the shear strength parameters of an unsaturated soil using the direct shear test. Can. Geotech. J. 25, 500-510.
5. Toll, D. G. (1990). A framework for unsaturated soil behaviour. Géotechnique 40, No, 1, 31-44.