A model for the volume change behaviour of heavily compacted swelling clays

Engineering Geology

Volumn 64, Issue 2-3, 2002, Pages 233-250

  Cui, Y J ^a   Yahia Aissa, M ^a   Delage, P ^a  

^a UNIVERSITÉ PARIS EST   (France)

Author keywords

Constitutive relationship; Critical swelling curve; Engineered clay barriers; Physicochemical effects; Suction control; Volume change reversibility

Indexed keywords

COMPACTION; DRYING; ELASTOPLASTICITY; HYDRATION; HYDRAULICS; MATHEMATICAL MODELS; RADIOACTIVE WASTE DISPOSAL; SWELLING; WETTING;

CLAY BARRIERS;

CLAY;

CLAY; CONTAINMENT BARRIER; PHYSICOCHEMICAL PROPERTY; RADIOACTIVE WASTE; SWELLING; VOLUME CHANGE;

EID: 0036573566     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7952(01)00113-2     Document Type: Article

References (12)

1. Special problem soils. General report
2. A constitutive model for partially saturated soils
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4. Rheological behaviour of saturated expansive clay materials
5. Swell under load
6. A contribution to the theory of the electrocapillarity
7. Volume change characteristics of expansive soils determined by controlled suction tests
8. The relationship between suction and swelling properties in a heavily compacted unsaturated clay
9. A framework for the behaviour of unsaturated expansive clays
10. Sur la constitution de la charge électrique à la surface d'un électrolyte
11. Mechanisms controlling compressibility of clays