메뉴 건너뛰기




Volumn 65, Issue 4, 2006, Pages 449-455

Cohesion of unsaturated residual soils as a function of volumetric water content

Author keywords

Cohesion; Shear strength; Unsaturated soil; Volumetric water content

Indexed keywords

ESTIMATION; MOISTURE; REGRESSION ANALYSIS; SHEAR STRENGTH; SLOPE STABILITY; SOILS; VOLUMETRIC ANALYSIS;

EID: 33644549245     PISSN: 14359529     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10064-005-0035-9     Document Type: Article
Times cited : (68)

References (15)
  • 1
    • 0000212475 scopus 로고
    • The principle of effective stress
    • Bishop AW (1959) The principle of effective stress. Teknisk Ukeblad 39:859-863
    • (1959) Teknisk Ukeblad , vol.39 , pp. 859-863
    • Bishop, A.W.1
  • 2
    • 0001059138 scopus 로고
    • The shear strength of partly saturated soils
    • Escario V, Sáez J (1986) The shear strength of partly saturated soils. Géotechnique 36:453-456
    • (1986) Géotechnique , vol.36 , pp. 453-456
    • Escario, V.1    Sáez, J.2
  • 4
    • 0030157748 scopus 로고
    • The relationship of the unsaturated soil shear strength to the soil-water characteristic curve
    • Fredlund DG, Xing A, Fredlund MD, Barbour SL (1995) The relationship of the unsaturated soil shear strength to the soil-water characteristic curve. Can Geotech J 32:440-448
    • (1995) Can Geotech J , vol.32 , pp. 440-448
    • Fredlund, D.G.1    Xing, A.2    Fredlund, M.D.3    Barbour, S.L.4
  • 5
    • 0024165818 scopus 로고
    • Determination of the shear strength parameters of an unsaturated soil using the direct shear test
    • Gan JKM, Fredlund DG, Rahardjo H (1988) Determination of the shear strength parameters of an unsaturated soil using the direct shear test. Can Geotech J 25:500-510
    • (1988) Can Geotech J , vol.25 , pp. 500-510
    • Gan, J.K.M.1    Fredlund, D.G.2    Rahardjo, H.3
  • 6
    • 0032181240 scopus 로고    scopus 로고
    • A unique relationship for χ for the determination of the shear strength of unsaturated soils
    • Khalili N, Khabbaz MH (1998) A unique relationship for χ for the determination of the shear strength of unsaturated soils. Géotechnique 48:681-687
    • (1998) Géotechnique , vol.48 , pp. 681-687
    • Khalili, N.1    Khabbaz, M.H.2
  • 7
    • 11344265271 scopus 로고    scopus 로고
    • Influence of rainfall-induced wetting on the stability of slopes in weathered soils
    • Kim J, Jeong S, Park S, Sharma J (2004) Influence of rainfall-induced wetting on the stability of slopes in weathered soils. Eng Geol 75:251-262
    • (2004) Eng Geol , vol.75 , pp. 251-262
    • Kim, J.1    Jeong, S.2    Park, S.3    Sharma, J.4
  • 8
    • 0024476189 scopus 로고
    • Effect of soil suction on slope stability at Notch Hill
    • Krahn J, Fredlund DG, Klassen MJ (1989) Effect of soil suction on slope stability at Notch Hill. Can Geotech J 26:269-278
    • (1989) Can Geotech J , vol.26 , pp. 269-278
    • Krahn, J.1    Fredlund, D.G.2    Klassen, M.J.3
  • 9
    • 0037490974 scopus 로고    scopus 로고
    • An approach to estimate unsaturated shear strength using artificial neural network and hyperbolic formulation
    • Lee SJ, Lee SR, Kim YS (2003) An approach to estimate unsaturated shear strength using artificial neural network and hyperbolic formulation. Comput Geotech 30:489-503
    • (2003) Comput Geotech , vol.30 , pp. 489-503
    • Lee, S.J.1    Lee, S.R.2    Kim, Y.S.3
  • 10
    • 2342648789 scopus 로고    scopus 로고
    • Mechanism and location of slope failures in hilly terrains with different bedrock permeability (in Japanese with English abstract)
    • Matsushi Y, Matsukura Y (2004) Mechanism and location of slope failures in hilly terrains with different bedrock permeability (in Japanese with English abstract). Trans Jpn Geomorph Union 25:139-159
    • (2004) Trans Jpn Geomorph Union , vol.25 , pp. 139-159
    • Matsushi, Y.1    Matsukura, Y.2
  • 11
    • 0036722570 scopus 로고    scopus 로고
    • Research of soil-water characteristics and shear strength features of Nanyang expansive soil
    • Miao L, Liu S, Lai Y (2002) Research of soil-water characteristics and shear strength features of Nanyang expansive soil. Eng Geol 65:261-267
    • (2002) Eng Geol , vol.65 , pp. 261-267
    • Miao, L.1    Liu, S.2    Lai, Y.3
  • 12
    • 0001023028 scopus 로고    scopus 로고
    • Determination of shear strength parameters of unsaturated silts and sand based on the water retention curve
    • Öberg AL, Sällfors G (1997) Determination of shear strength parameters of unsaturated silts and sand based on the water retention curve. Geotech Test J 20:40-48
    • (1997) Geotech Test J , vol.20 , pp. 40-48
    • Öberg, A.L.1    Sällfors, G.2
  • 14
    • 0030239439 scopus 로고    scopus 로고
    • Role of apparent cohesion in the stability of Dominican allophane soil slopes
    • Rao SM (1996) Role of apparent cohesion in the stability of Dominican allophane soil slopes. Eng Geol 43:265-279
    • (1996) Eng Geol , vol.43 , pp. 265-279
    • Rao, S.M.1
  • 15
    • 0030157621 scopus 로고    scopus 로고
    • Model for the prediction of shear strength with respect to soil suction
    • Vanapalli SK, Fredlund DG, Pufahl DE, Clifton AW (1996) Model for the prediction of shear strength with respect to soil suction. Can Geotech J 33:379-392
    • (1996) Can Geotech J , vol.33 , pp. 379-392
    • Vanapalli, S.K.1    Fredlund, D.G.2    Pufahl, D.E.3    Clifton, A.W.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.