메뉴 건너뛰기




Volumn 18, Issue 1-2, 2001, Pages 314-336

Implicit integration of a generalized plasticity constitutive model for partially saturated soil

Author keywords

Plasticity; Soil; Stress

Indexed keywords

ALGORITHMS; CALCULATIONS; COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; ITERATIVE METHODS; MATHEMATICAL MODELS; PLASTICITY; SOIL TESTING; STRESS ANALYSIS; TENSORS;

EID: 0034928579     PISSN: 02644401     EISSN: None     Source Type: Journal    
DOI: 10.1108/02644400110365941     Document Type: Article
Times cited : (41)

References (26)
  • 8
    • 0020641966 scopus 로고
    • Une equation d'coulement simple pour les materiaux granulaires
    • (1983) Geotechnique , vol.33 , pp. 21-29
    • Frossard, E.1
  • 11
    • 19544389679 scopus 로고    scopus 로고
    • Characterization of adriatic soft weak sediments for subsidence studies
    • IKU Petroleum Research, Tronfheim, Report, Nr. 33.0693.00/01/01/98
    • (1998)
    • Papamichos, E.1    Schei, G.2
  • 17
    • 84991441069 scopus 로고    scopus 로고
    • A fully coupled dynamic model for two-phase fluid flow in deformable porous media
    • (forthcoming); (in the press)
    • CMAME
    • Schrefler, B.A.1    Scotta, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.