Relationship between porosimetry measurement and soil-Water characteristic curve for an unsaturated residual soil

Geotechnical and Geological Engineering

Volumn 19, Issue 3-4, 2001, Pages 401-416

  Aung, K K ^a   Rahardjo, H ^a   Leong, E C ^a   Toll, D G ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

MECHANICAL PERMEABILITY; PORE SIZE; POROSIMETERS; POROSITY; WATER; WEATHERING;

MERCURY INTRUSION POROSIMETRY;

SOIL TESTING;

POROSITY; RESIDUAL SOIL; SOIL-WATER CHARACTERISTIC CURVE; UNSATURATED MEDIUM; WEATHERING;

EID: 0035696283     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1023/A:1013125600962     Document Type: Article

References (16)

1. Porosity
2. Pore size distributions in clays
3. Constitutive relations for volume change in unsaturated soils
4. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve
5. Change in pore size distribution due to consolidation of clays
6. Change in pore size distribution owing to secondary consolidation of clays
7. The engineering classification of residual tropical soils
8. Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry
9. Moisture curve of compacted clay: Mercury intrusion method
10. Capillary pressures, their measurement using mercury and the calculation of permeability therefrom
11. Effect of the method for determining pore size distribution on prediction of the hydraulic conductivity function and of infiltration
12. Pore size distribution in porous materials: Pressure porosimeter and determination of complete macropore size distributions
13. Model for the prediction of shear strength with respect to soil suction