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Volumn 38, Issue 4, 1998, Pages 173-181

Displacement/traction boundary conditions represented constraint conditions on velocity field of soil

Author keywords

Boundary condition; Cam clay; Constraining force; Constraint condition; Displacement; Finite element method; Soil water coupled system; Velocity (IGC: D6)

Indexed keywords


EID: 24044456836     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (28)

References (10)
  • 1
    • 0008964704 scopus 로고
    • Numerical analysis of multi-dimensional consolidation accompanied with elasto-plastic constitutive equation
    • in Japanese
    • Akai, K. and Tamura, T. (1978): "Numerical analysis of multi-dimensional consolidation accompanied with elasto-plastic constitutive equation," Proc. of JSCE, No. 269, pp. 95-104 (in Japanese).
    • (1978) Proc. of JSCE , Issue.269 , pp. 95-104
    • Akai, K.1    Tamura, T.2
  • 2
    • 0028396717 scopus 로고
    • Stability analysis of reinforced soil structures using rigid plastic finite element method
    • Asaoka, A., Kodaka, T. and Pokharel, G. (1994): "Stability analysis of reinforced soil structures using rigid plastic finite element method," Soils and Foundations, Vol. 34, No. 1, pp. 107-118.
    • (1994) Soils and Foundations , vol.34 , Issue.1 , pp. 107-118
    • Asaoka, A.1    Kodaka, T.2    Pokharel, G.3
  • 3
    • 0028392971 scopus 로고
    • Soil-water coupled behaviour of saturated clay near/at critical state
    • Asaoka, A., Nakano, M. and Noda, T. (1994): "Soil-water coupled behaviour of saturated clay near/at critical state," Soils and Foundations, Vol. 34, No. 1, pp. 91-106.
    • (1994) Soils and Foundations , vol.34 , Issue.1 , pp. 91-106
    • Asaoka, A.1    Nakano, M.2    Noda, T.3
  • 4
    • 0008947787 scopus 로고
    • Imperfection-sensitive bifurcation of Cam-Clay under plane strain compression with undrained boundaries
    • Asaoka, A. and Noda, T. (1995): "Imperfection-sensitive bifurcation of Cam-Clay under plane strain compression with undrained boundaries," Soils and Foundations, Vol. 35, No. 1, pp. 83-100.
    • (1995) Soils and Foundations , vol.35 , Issue.1 , pp. 83-100
    • Asaoka, A.1    Noda, T.2
  • 6
    • 0000002692 scopus 로고
    • Plane strain consolidation by finite elements
    • SM 4
    • Christian, J. T. and Boehmer, J. W. (1970): "Plane strain consolidation by finite elements," Proc. of ASCE, Vol. 96, SM 4, pp. 1435-1457.
    • (1970) Proc. of ASCE , vol.96 , pp. 1435-1457
    • Christian, J.T.1    Boehmer, J.W.2
  • 7
    • 0018694759 scopus 로고
    • On the analysis of rotation and stress rate in deforming bodies
    • Dienes, J. K. (1979): "On the analysis of rotation and stress rate in deforming bodies," Acta Mechanica, Vol. 32, pp. 217-232.
    • (1979) Acta Mechanica , vol.32 , pp. 217-232
    • Dienes, J.K.1
  • 10
    • 0021389053 scopus 로고
    • Limit analysis of soil structure by rigid plastic finite element method
    • Tamura, T., Kobayashi, S. and Sumi, T. (1984): "Limit analysis of soil structure by rigid plastic finite element method," Soils and Foundations, Vol. 24, No. 1, pp. 34-42.
    • (1984) Soils and Foundations , vol.24 , Issue.1 , pp. 34-42
    • Tamura, T.1    Kobayashi, S.2    Sumi, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.