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Volumn 62, Issue 3, 2012, Pages 275-280

Influence of the intermediate principal stress on the stress-strain-strength behaviour of a completely decomposed granite soil

Author keywords

Anisotropy; Failure; Friction; Shear strength

Indexed keywords


EID: 84857683600     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.8.P.025     Document Type: Note
Times cited : (28)

References (10)
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  • 2
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    • (1988) Advanced triaxial testing of soil and rock , pp. 796-805
    • Airey, D.W.1    Wood, D.M.2
  • 4
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    • A new true triaxial apparatus
    • Hambly, E. C. (1969). A new true triaxial apparatus. Géotechnique 19, No. 2, 307-309, http://dx.doi.org/10.1680/geot.1969.19.2.307.
    • (1969) Géotechnique , vol.19 , Issue.2 , pp. 307-309
    • Hambly, E.C.1
  • 5
    • 0027789258 scopus 로고
    • Anisotropic three-dimensional behavior of a normally consolidated clay
    • Kirkgard, M. M. & Lade, P. V. (1993). Anisotropic three-dimensional behavior of a normally consolidated clay. Can. Geotech. J. 30, No. 5, 848-858.
    • (1993) Can. Geotech. J. , vol.30 , Issue.5 , pp. 848-858
    • Kirkgard, M.M.1    Lade, P.V.2
  • 6
    • 0015670841 scopus 로고
    • Cubical triaxial tests on cohesionless soil
    • Lade, P. V. & Duncan, J. M. (1973). Cubical triaxial tests on cohesionless soil. J. Soil Mech. Found. Div. ASCE 99, No. 10, 793-812.
    • (1973) J. Soil Mech. Found. Div. ASCE , vol.99 , Issue.10 , pp. 793-812
    • Lade, P.V.1    Duncan, J.M.2
  • 7
    • 0016568353 scopus 로고
    • Elastoplastic stress-strain theory for cohesionless soil
    • No. GT10
    • Lade, P. V. & Duncan, J. M. (1975). Elastoplastic stress-strain theory for cohesionless soil. J. Geotech. Engng Div. ASCE 101, No. GT10, 1037-1053.
    • (1975) J. Geotech. Engng Div. ASCE , vol.101 , pp. 1037-1053
    • Lade, P.V.1    Duncan, J.M.2
  • 8
    • 0035419274 scopus 로고    scopus 로고
    • Shear banding in true triaxial tests and its effect on failure in sand
    • Wang, Q. & Lade, P. V. (2001). Shear banding in true triaxial tests and its effect on failure in sand. J. Engng Mech. 127, No. 8, 754-761.
    • (2001) J. Engng Mech. , vol.127 , Issue.8 , pp. 754-761
    • Wang, Q.1    Lade, P.V.2
  • 10
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    • New mixed boundary, true triaxial loading device for testing three-dimensional stress-strain-strength behaviour of geomaterials
    • Yin, J. H., Cheng, C. M., Kumruzzaman, M. & Zhou, W. H. (2010). New mixed boundary, true triaxial loading device for testing three-dimensional stress-strain-strength behaviour of geomaterials. Can. Geotech. J. 47, No. 1, 1-15.
    • (2010) Can. Geotech. J. , vol.47 , Issue.1 , pp. 1-15
    • Yin, J.H.1    Cheng, C.M.2    Kumruzzaman, M.3    Zhou, W.H.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.