메뉴 건너뛰기




Volumn 36, Issue 4, 1999, Pages 599-611

State-dependent dilatancy in critical-state constitutive modelling of sand

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; PHASE TRANSITIONS; PLASTICITY; SAND; SOIL MECHANICS;

EID: 0033237201     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-36-4-599     Document Type: Article
Times cited : (145)

References (12)
  • 1
    • 0022082462 scopus 로고
    • A state parameter for sands
    • Been, K., and Jefferies, M.G. 1985. A state parameter for sands. Géotechnique, 35(2): 99-112.
    • (1985) Géotechnique , vol.35 , Issue.2 , pp. 99-112
    • Been, K.1    Jefferies, M.G.2
  • 2
    • 0025433031 scopus 로고
    • Packing structure and mechanical properties of granulates
    • Chang, C.S., and Misra, A. 1990. Packing structure and mechanical properties of granulates. Journal of Engineering Mechanics, ASCE, 116(5): 1077-1093.
    • (1990) Journal of Engineering Mechanics, ASCE , vol.116 , Issue.5 , pp. 1077-1093
    • Chang, C.S.1    Misra, A.2
  • 3
    • 0000217694 scopus 로고
    • An anisotropic critical state soil plasticity model
    • Dafalias, Y.F. 1986. An anisotropic critical state soil plasticity model. Mechanics Research Communications, 13(6): 341-341.
    • (1986) Mechanics Research Communications , vol.13 , Issue.6 , pp. 341-341
    • Dafalias, Y.F.1
  • 4
    • 0027444078 scopus 로고
    • Nor-sand: A simple critical state model for sand
    • Jefferies, M.G. 1993. Nor-Sand: a simple critical state model for sand. Géotechnique, 43(1): 91-103.
    • (1993) Géotechnique , vol.43 , Issue.1 , pp. 91-103
    • Jefferies, M.G.1
  • 7
    • 0031171020 scopus 로고    scopus 로고
    • A critical state two-surface plasticity model for sands
    • Manzari, M.T., and Dafalias, Y.F. 1997. A critical state two-surface plasticity model for sands. Géotechnique, 47(2): 255-272.
    • (1997) Géotechnique , vol.47 , Issue.2 , pp. 255-272
    • Manzari, M.T.1    Dafalias, Y.F.2
  • 10
    • 0022083858 scopus 로고
    • Undrained strength of sand undergoing cyclic rotation of principal stress axes
    • Towhata, I., and Ishihara, K. 1985. Undrained strength of sand undergoing cyclic rotation of principal stress axes. Soils and Foundations, 25(2): 135-147.
    • (1985) Soils and Foundations , vol.25 , Issue.2 , pp. 135-147
    • Towhata, I.1    Ishihara, K.2
  • 11
    • 0001786175 scopus 로고    scopus 로고
    • The steady state of sandy soils
    • Verdugo, R., and Ishihara, K. 1996. The steady state of sandy soils. Soils and Foundations, 36(2): 81-91.
    • (1996) Soils and Foundations , vol.36 , Issue.2 , pp. 81-91
    • Verdugo, R.1    Ishihara, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.