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Volumn 27, Issue 1, 2009, Pages 89-103

Cyclic swell-shrink behaviour of a compacted expansive soil

Author keywords

Clays; Cyclic tests; Expansive clays; Laboratory tests; Shrinkage; Soil suction; Swelling; Volume change behaviour

Indexed keywords

CLAY MINERALS; CYCLIC LOADS; DEFORMATION; DYNAMIC LOADS; POWDERS; SHRINKAGE; TESTING; WATER CONTENT;

EID: 58149293346     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-008-9214-3     Document Type: Article
Times cited : (128)

References (22)
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    • American Society of Testing Materials (ASTM) D427-98 (1998) Test method for shrinkage factors of soils by mercury method. Annual Book of ASTM Standards, 04.08, ASTM International, West Conshohocken, PA
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    • Day, R.W.1
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    • (1991) ASTM Geotech Test J , vol.14 , Issue.1 , pp. 96-102
    • Dif, A.F.1    Blumel, W.F.2
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    • Gens A, Alonso EE (1992) A framework for the behaviour of unsaturated expansive clays. Can Geotech J 29:1013-1032
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    • Ring WE (1966) Shrink-swell potentials of soils. Highway Research Record No. 119, National Academy of Sciences-National Research Council Publication, No. 1360, Washington, DC, pp 17-21
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  • 18
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    • Effect of aging on swelling and swell-shrink behaviour of a compacted expansive soil
    • Subba Rao KS, Tripathy S (2003) Effect of aging on swelling and swell-shrink behaviour of a compacted expansive soil. ASTM Geotech Test J 26(1):36-46
    • (2003) ASTM Geotech Test J , vol.26 , Issue.1 , pp. 36-46
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    • Water content-void ratio swell-shrink paths of compacted expansive soils
    • Tripathy S, Subba Rao KS, Fredlund DG (2002) Water content-void ratio swell-shrink paths of compacted expansive soils. Can Geotech J 39:938-959
    • (2002) Can Geotech J , vol.39 , pp. 938-959
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.