Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 2: Shearing and constitutive modelling

Geotechnique

Volumn 50, Issue 4, 2000, Pages 369-376

  Wheeler, S J ^a   Sivakumar, V ^b  

^a UNIVERSITY OF GLASGOW   (United Kingdom)

^b QUEEN'S UNIVERSITY BELFAST   (United Kingdom)

Author keywords

Compaction; Earthfill; Fabric structure of soils; Laboratory tests; Partial saturation; Suction

Indexed keywords

CLAY; COMPACTION; DYNAMIC LOADS; ELASTOPLASTICITY; KAOLIN; SATURATION (MATERIALS COMPOSITION); SHEAR STRESS; STRESS ANALYSIS;

COMPACTION WATER CONTENT; CONSTITUTIVE MODELLING; CONTROLLED SUCTION TRIAXIAL TESTS; UNSATURATED COMPACTED CLAY;

SOIL MECHANICS;

COMPACTION; FILL; KAOLIN; SUCTION; UNSATURATED MEDIUM; WATER CONTENT;

EID: 0034253683     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.4.369     Document Type: Article

References (13)

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6. Yielding and critical state of a collapsible unsaturated silty soil
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9. Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 1: Wetting and isotropic compression
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12. An elasto-plastic critical state framework for unsaturated soil
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