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Volumn 39, Issue 5, 2002, Pages 1209-1217

Measurement of soil-water characteristic curves for fine-grained soils using a small-scale centrifuge

Author keywords

Centrifuge technique; Matric suction; Soil suction; Soil water characteristic curve; Unsaturated soils; Water content

Indexed keywords

CENTRIFUGES; CLAY; SILT; SOILS;

EID: 0036025930     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t02-060     Document Type: Article
Times cited : (64)

References (14)
  • 1
    • 0032194556 scopus 로고    scopus 로고
    • Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: A historical perspective
    • Barbour, S.L. 1998. Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspective. Canadian Geotechnical Journal, 35: 873-894.
    • (1998) Canadian Geotechnical Journal , vol.35 , pp. 873-894
    • Barbour, S.L.1
  • 5
    • 0028479760 scopus 로고
    • Predicting the permeability function for unsaturated soils using the soil-water characteristic curve
    • Fredlund, D.G., Xing, A., and Huang, S. 1994. Predicting the permeability function for unsaturated soils using the soil-water characteristic curve. Canadian Geotechnical Journal, 31: 533-546.
    • (1994) Canadian Geotechnical Journal , vol.31 , pp. 533-546
    • Fredlund, D.G.1    Xing, A.2    Huang, S.3
  • 6
    • 84910269491 scopus 로고
    • The method of measuring the capillary tension of soil moisture over a wide moisture range
    • Gardner, R.A. 1937. The method of measuring the capillary tension of soil moisture over a wide moisture range. Soil Science, 43: 277-283.
    • (1937) Soil Science , vol.43 , pp. 277-283
    • Gardner, R.A.1
  • 12
    • 0033024736 scopus 로고    scopus 로고
    • The influence of soil structure and stress history on the soil-water characteristics of a compacted till
    • Vanapalli, S.K., Fredlund, D.G., and Pufahl, D.E. 1999. The influence of soil structure and stress history on the soil-water characteristics of a compacted till. Géotechnique, 49: 143-159.
    • (1999) Géotechnique , vol.49 , pp. 143-159
    • Vanapalli, S.K.1    Fredlund, D.G.2    Pufahl, D.E.3
  • 13
    • 0019057216 scopus 로고
    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • van Genuchten, M. Th. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44: 892-898.
    • (1980) Soil Science Society of America Journal , vol.44 , pp. 892-898
    • Van Genuchten, M.Th.1
  • 14
    • 0003473463 scopus 로고    scopus 로고
    • Undergraduate thesis. Civil Engineering Department, University of Saskatchewan, Saskatoon, SK
    • Wright. A. 1999. Shear strength of unsaturated soils in residual conditions. Undergraduate thesis. Civil Engineering Department, University of Saskatchewan, Saskatoon, SK.
    • (1999) Shear Strength of Unsaturated Soils in Residual Conditions
    • Wright, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.