Water content - Void ratio swell-shrink paths of compacted expansive soils

Canadian Geotechnical Journal

Volumn 39, Issue 4, 2002, Pages 938-959

  Tripathy, Snehasis ^a   Subba Rao, K S ^a   Fredlund, D G ^a  

^a BAUHAUS UNIVERSITY WEIMAR   (Germany)

Author keywords

Expansive soils; Oedometer tests; Shrinkage tests; Swell shrink behaviour

Indexed keywords

DEFORMATION; SHRINKAGE; SOIL TESTING; SWELLING; VOLUMETRIC ANALYSIS;

SWELL-SHRINK CYCLES;

GEOTECHNICAL ENGINEERING;

EXPANSIVE SOIL; LABORATORY METHOD; SHRINKAGE; SWELLING; WATER COLUMN;

EID: 0036025550     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t02-022     Document Type: Article

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4. 3)) (D698)
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21. The heaving of buildings and the associated economic consequences with particular reference to the Orange Free State goldfields
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