Degree and extent of wetting due to capillary rise in soils

Transportation Research Record

Volumn , Issue 1709, 2000, Pages 114-120

  Al Samahiji, D ^a   Houston, S L ^a   Houston, W N ^a  

^a UNIVERSITY OF BAHRAIN   (Bahrain)

Author keywords

[No Author keywords available]

Indexed keywords

CAPILLARITY; COMPUTER SIMULATION; EXTRAPOLATION; GROUNDWATER; MOISTURE; PAVEMENTS; SHEAR STRENGTH; SOIL TESTING; WETTING;

BACKWARD EXTRAPOLATION; CAPILLARY RISE; FINE GRAINED SOILS; SOIL WATER CONTENT; UNSATURATED SUBGRADE SOILS;

SOIL MECHANICS;

EID: 0034433036     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1709-14     Document Type: Article

References (14)

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9. Laboratory filter paper suction measurements
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11. Collapsible soils engineering
12. Effect of degree of saturation on bearing capacity of flexible pavements