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Volumn 45, Issue 3, 2008, Pages 367-376

Anisotropic shear strength of a residual soil of sandstone

Author keywords

Anisotropy; Residual soil; Triaxial test; Undrained collapse; Yield surface

Indexed keywords

ANISOTROPY; COMPRESSION TESTING; SHEAR STRENGTH; SOIL MECHANICS; STIFFNESS;

EID: 42549089004     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T07-098     Document Type: Article
Times cited : (9)

References (25)
  • 1
    • 0005297185 scopus 로고
    • Ph.D. thesis, Imperial College of Science, Technology and Medicine, University of London, London, UK
    • Bressani, L.A. 1990. Experimental properties of bonded soils. Ph.D. thesis, Imperial College of Science, Technology and Medicine, University of London, London, UK.
    • (1990) Experimental properties of bonded soils
    • Bressani, L.A.1
  • 3
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J.B. 1990. On the compressibility and shear strength of natural clays. Géotechnique, 40: 329-378.
    • (1990) Géotechnique , vol.40 , pp. 329-378
    • Burland, J.B.1
  • 5
    • 0006977606 scopus 로고    scopus 로고
    • The influence of in situ state on the behaviour of carbonate sands
    • Bahrain. A.A. Balkema, Rotterdam, the Netherlands
    • Coop, M.R. 2000. The influence of in situ state on the behaviour of carbonate sands. In Proceedings of the 2nd International Conference on Engineering for Calcareous Sediments, Bahrain. A.A. Balkema, Rotterdam, the Netherlands, Vol. 2, pp. 379-400.
    • (2000) Proceedings of the 2nd International Conference on Engineering for Calcareous Sediments , vol.2 , pp. 379-400
    • Coop, M.R.1
  • 6
    • 0034253675 scopus 로고    scopus 로고
    • A general framework for mechanical behaviour of clays
    • Cotecchia, F., and Chandler, R.J. 2000. A general framework for mechanical behaviour of clays. Géotechnique, 50: 431-447.
    • (2000) Géotechnique , vol.50 , pp. 431-447
    • Cotecchia, F.1    Chandler, R.J.2
  • 7
    • 0031213491 scopus 로고    scopus 로고
    • Yielding and pre-failure behaviour of structured sands
    • Cuccovillo, T., and Coop, M.R. 1997. Yielding and pre-failure behaviour of structured sands. Géotechnique, 47: 491-508.
    • (1997) Géotechnique , vol.47 , pp. 491-508
    • Cuccovillo, T.1    Coop, M.R.2
  • 8
    • 0033382201 scopus 로고    scopus 로고
    • On the mechanics of structured sands
    • Cuccovillo, T., and Coop, M.R. 1999. On the mechanics of structured sands. Géotechnique, 49: 741-760.
    • (1999) Géotechnique , vol.49 , pp. 741-760
    • Cuccovillo, T.1    Coop, M.R.2
  • 10
    • 33748568472 scopus 로고    scopus 로고
    • Problems in identifying the effects of structure and critical state in a soil with a transitional behaviour
    • Ferreira, P.M.V., and Bica, A.V.D. 2006. Problems in identifying the effects of structure and critical state in a soil with a transitional behaviour. Géotechnique, 56: 445-454.
    • (2006) Géotechnique , vol.56 , pp. 445-454
    • Ferreira, P.M.V.1    Bica, A.V.D.2
  • 13
    • 0000764911 scopus 로고    scopus 로고
    • Anisotropy in elastic deformation of granular materials
    • Hoque, E., and Tatsuoka, F. 1998. Anisotropy in elastic deformation of granular materials. Soils and Foundations, 38: 163-179.
    • (1998) Soils and Foundations , vol.38 , pp. 163-179
    • Hoque, E.1    Tatsuoka, F.2
  • 17
    • 0025676842 scopus 로고
    • The general and congruent effects of structures in natural soils and weak rocks
    • Leroueil, S., and Vaughan, P.R. 1990. The general and congruent effects of structures in natural soils and weak rocks. Géotechnique, 40: 467-488.
    • (1990) Géotechnique , vol.40 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 22
    • 0033732330 scopus 로고    scopus 로고
    • Eolian dunes of the Botucatu formation (Cretaceous) in southernmost Brazil: Morphology and origin
    • Scherer, C.M.S. 2000. Eolian dunes of the Botucatu formation (Cretaceous) in southernmost Brazil: morphology and origin. Sedimentary Geology, 137: 63-84.
    • (2000) Sedimentary Geology , vol.137 , pp. 63-84
    • Scherer, C.M.S.1
  • 24
    • 0025404101 scopus 로고
    • Strength anisotropy and shear band direction in plane strain tests of sand
    • Tatsuoka, F., Nakamura, S., Huang, C., and Tani, K. 1990. Strength anisotropy and shear band direction in plane strain tests of sand. Soils and Foundations, 30: 35-54.
    • (1990) Soils and Foundations , vol.30 , pp. 35-54
    • Tatsuoka, F.1    Nakamura, S.2    Huang, C.3    Tani, K.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.