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Volumn 27, Issue 1, 1977, Pages 53-74

Plastic deformation and failure in granular media

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; SOILS - TESTING;

EID: 0017473351     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.1977.27.1.53     Document Type: Article
Times cited : (249)

References (25)
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  • 3
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    • Inherent anisotropy in a sand
    • Arthur, J.R.F. & Menzies, B.K. (1972). Inherent anisotropy in a sand. Géotechnique 22, No. 1, 115-129.
    • (1972) Géotechnique , vol.22 , Issue.1 , pp. 115-129
    • Arthur, J.R.F.1    Menzies, B.K.2
  • 7
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    • The strength of soils as engineering materials
    • Bishop, A.W. (1966). The strength of soils as engineering materials. Géotechnique 16, No. 2, 91-130.
    • (1966) Géotechnique , vol.16 , Issue.2 , pp. 91-130
    • Bishop, A.W.1
  • 8
    • 0016521836 scopus 로고
    • Soil deformations near cantilever sheet pile walls
    • Bransby, P.L. & Milligan, G.W.E. (1975). Soil deformations near cantilever sheet pile walls. Géotechnique 25, No. 2, 175-196.
    • (1975) Géotechnique , vol.25 , Issue.2 , pp. 175-196
    • Bransby, P.L.1    Milligan, G.W.E.2
  • 10
    • 0000791607 scopus 로고
    • Essai sur une application des règles de maximis et minimis à quelques problèmes de statique, relatifs à l'architecture
    • Paris: 1773
    • Coulomb, C.A. (1776). Essai sur une application des règles de maximis et minimis à quelques problèmes de statique, relatifs à l'architecture. Mém. de Math, et de Physic. Acad. Roy. des Sciences. Paris 7: 1773; 343-382.
    • (1776) Mém. de Math, et de Physic. Acad. Roy. des Sciences , vol.7 , pp. 343-382
    • Coulomb, C.A.1
  • 13
    • 0016520788 scopus 로고
    • Boundary conditions, anisotropy and sample shape effects on the stress-strain behaviour of sand in triaxial compression and plane strain
    • Green, G.E. & Reades, D.W. (1975). Boundary conditions, anisotropy and sample shape effects on the stress-strain behaviour of sand in triaxial compression and plane strain. Géotechnique 25, No. 2, 333-356.
    • (1975) Géotechnique , vol.25 , Issue.2 , pp. 333-356
    • Green, G.E.1    Reades, D.W.2
  • 15
    • 0014748995 scopus 로고
    • Experimental and theoretical investigations of a passive earth pressure problem
    • James, R.G. & Bransby, P.L. (1970). Experimental and theoretical investigations of a passive earth pressure problem. Géotechnique 20, No. 1, 17-37.
    • (1970) Géotechnique , vol.20 , Issue.1 , pp. 17-37
    • James, R.G.1    Bransby, P.L.2
  • 17
    • 0015670841 scopus 로고
    • Cubical triaxial tests on cohesionless soils
    • SM10
    • Lade, P.V. & Duncan, J.M. (1973). Cubical triaxial tests on cohesionless soils. J. Soil Mechs Foundn Div., ASCE 99, SM10, 793-812.
    • (1973) J. Soil Mechs Foundn Div., ASCE , vol.99 , pp. 793-812
    • Lade, P.V.1    Duncan, J.M.2
  • 19
    • 0017269264 scopus 로고
    • Independent stress control and triaxial extension tests on sand
    • Reades, D.W. & Green, G.E. (1976). Independent stress control and triaxial extension tests on sand. Géotechnique 26, No. 4, 551-576.
    • (1976) Géotechnique , vol.26 , Issue.4 , pp. 551-576
    • Reades, D.W.1    Green, G.E.2
  • 20
    • 0001975903 scopus 로고
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    • Roscoe, K.H. (1953). An apparatus for the application of simple shear to soil samples. Proc. 3rd Int. Conf. Soil Mech. Fdn Engng 1, 186-191.
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    • Roscoe, K.H.1
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    • July 873-876; August 1009-1112.
    • Roscoe, K.H., Arthur, J.R.F. & James, R.G. (1963). Determinations of strains in soils by an X-ray method. Civ. Engng Publ. Wks Rev. July 873-876; August 1009-1112.
    • (1963) Civ. Engng Publ. Wks Rev.
    • Roscoe, K.H.1    Arthur, J.R.F.2    James, R.G.3
  • 23
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  • 24
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    • Rowe, P.W. & Peaker, K. (1965). Passive earth pressure measurement. Géotechnique 19, No. 1, 57-78.
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    • Rowe, P.W.1    Peaker, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.