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Volumn 23, Issue 3, 1998, Pages 131-164

Consequences of the t(ij)-concept and a new modeling approach

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; SOIL MECHANICS; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS; TENSORS;

EID: 0032455295     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(98)00017-2     Document Type: Article
Times cited : (34)

References (17)
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    • (1963) Geotechnique , vol.13 , Issue.3 , pp. 211-240
    • Roscoe, K.H.1    Schofield, A.N.2    Thurairajah, A.3
  • 2
    • 0002724115 scopus 로고
    • On the generalized stress-strain behavior of "wet" clay
    • Heyman J, Leckie FA, editors. Cambridge, UK: Cambridge University Press
    • Roscoe KH, Burland JB. On the generalized stress-strain behavior of "wet" clay. In: Heyman J, Leckie FA, editors. Engineering plasticity. Cambridge, UK: Cambridge University Press, 1968:535-609
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 3
    • 0016568353 scopus 로고
    • Elastoplastic stress-strain theory for cohesionless soil
    • Lade PV, Duncan JM. Elastoplastic stress-strain theory for cohesionless soil. Proceedings ASCE 101(GT10) 1975:1037-53
    • (1975) Proceedings ASCE , vol.101 , Issue.GT10 , pp. 1037-1053
    • Lade, P.V.1    Duncan, J.M.2
  • 4
    • 0016352892 scopus 로고
    • Stress-deformation and strength characteristics of soil under three different principal stresses
    • Matsuoka H, Nakai T. Stress-deformation and strength characteristics of soil under three different principal stresses. Proc. JSCE 1974;232:59-70
    • (1974) Proc. JSCE , vol.232 , pp. 59-70
    • Matsuoka, H.1    Nakai, T.2
  • 5
    • 0020763951 scopus 로고
    • Shear behaviors of sand and clay under three dimensional stress condition
    • Nakai T, Matsuoka H. Shear behaviors of sand and clay under three dimensional stress condition. Soils and Foundations 1983;23(2):26-42
    • (1983) Soils and Foundations , vol.23 , Issue.2 , pp. 26-42
    • Nakai, T.1    Matsuoka, H.2
  • 6
    • 0021450038 scopus 로고
    • A new mechanical quantity for soils and its application to elastoplastic constitutive models
    • Nakai T, Mihara Y. A new mechanical quantity for soils and its application to elastoplastic constitutive models. Soils and Foundations 1984;24(2):82-94
    • (1984) Soils and Foundations , vol.24 , Issue.2 , pp. 82-94
    • Nakai, T.1    Mihara, Y.2
  • 8
    • 0022774138 scopus 로고
    • A generalized elastoplastic constitutive model for clay in three-dimensional stresses
    • Nakai T, Matsuoka H. A generalized elastoplastic constitutive model for clay in three-dimensional stresses. Soils and Foundations 1986;26(3):81-98
    • (1986) Soils and Foundations , vol.26 , Issue.3 , pp. 81-98
    • Nakai, T.1    Matsuoka, H.2
  • 9
    • 0024621089 scopus 로고    scopus 로고
    • An isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses
    • Nakai T. An isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses. Soils and Foundations 29(1):119-37
    • Soils and Foundations , vol.29 , Issue.1 , pp. 119-137
    • Nakai, T.1
  • 13
    • 0344954995 scopus 로고    scopus 로고
    • A generalized model for clay under monotonic and cyclic loading conditions
    • Pietruszczak S, Pande GN, editors. Balkema, Montreal, Canada
    • Chowdhury EQ, Nakai T. A generalized model for clay under monotonic and cyclic loading conditions. In: Pietruszczak S, Pande GN, editors. Numerical models in geomechanics, NUMOG VI, Balkema, Montreal, Canada, 1997:111-16
    • (1997) Numerical Models in Geomechanics, NUMOG VI , pp. 111-116
    • Chowdhury, E.Q.1    Nakai, T.2
  • 14
    • 0344092971 scopus 로고    scopus 로고
    • Deformation and strength of clay under triaxial and torsional shear
    • Asaoka A, Adachi T, Oka F, editors, IS-Nagoya. Japan: Elsevier
    • Nakai T, Chowdhury EQ, Tawada M, Nishida K. Deformation and strength of clay under triaxial and torsional shear. In: Asaoka A, Adachi T, Oka F, editors. Deformation and progressive failure in geomechanics, IS-Nagoya. Japan: Elsevier, 1997:127-32
    • (1997) Deformation and Progressive Failure in Geomechanics , pp. 127-132
    • Nakai, T.1    Chowdhury, E.Q.2    Tawada, M.3    Nishida, K.4
  • 15
    • 0022911805 scopus 로고
    • True triaxial tests on normally consolidated clay and analysis of the observed shear behavior using elastoplastic constitutive models
    • Nakai T, Matsuoka H, Okuno N, Tsuzuki K. True triaxial tests on normally consolidated clay and analysis of the observed shear behavior using elastoplastic constitutive models. Soils and Foundations 1986;26(4):67-78
    • (1986) Soils and Foundations , vol.26 , Issue.4 , pp. 67-78
    • Nakai, T.1    Matsuoka, H.2    Okuno, N.3    Tsuzuki, K.4
  • 16
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    • Influence of the variation of the intermediate principal stress on the mechanical properties of normally consolidated clays
    • Shibata T, Karube D. Influence of the variation of the intermediate principal stress on the mechanical properties of normally consolidated clays. In: Proceedings of the Sixth ICSMFE, vol. 1, 1965:359-63
    • (1965) Proceedings of the Sixth ICSMFE , vol.1 , pp. 359-363
    • Shibata, T.1    Karube, D.2
  • 17
    • 0017931419 scopus 로고
    • Three-dimensional behavior of remolded clay
    • Lade PV, Musante HM. Three-dimensional behavior of remolded clay. Proc. ASCE 104(GT 2) 1978:193-209
    • (1978) Proc. ASCE , vol.104 , Issue.GT 2 , pp. 193-209
    • Lade, P.V.1    Musante, H.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.