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Volumn 27, Issue 9, 2003, Pages 767-790

Finite element formulation and algorithms for unsaturated soils. Part II: Verification and application

Author keywords

Constitutive model; Finite element method; Stress integration; Time integration; Unsaturated soils

Indexed keywords

ALGORITHMS; FINITE ELEMENT METHOD; PLASTICS; STRESS ANALYSIS;

EID: 0041827035     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.296     Document Type: Article
Times cited : (84)

References (8)
  • 1
    • 0023347535 scopus 로고
    • Substepping schemes for the numerical integration of elastoplastic stress-strain relations
    • Sloan SW. Substepping schemes for the numerical integration of elastoplastic stress-strain relations. International Journal for Numerical Methods in Engineering 1987; 24:893-911.
    • (1987) International Journal for Numerical Methods in Engineering , vol.24 , pp. 893-911
    • Sloan, S.W.1
  • 2
    • 0034926593 scopus 로고    scopus 로고
    • Refined explicit integration of elasto-plastic models with automatic error control
    • Sloan SW, Abbo AJ, Sheng D. Refined explicit integration of elasto-plastic models with automatic error control. Engineering Computations 2001; 18:121-154.
    • (2001) Engineering Computations , vol.18 , pp. 121-154
    • Sloan, S.W.1    Abbo, A.J.2    Sheng, D.3
  • 3
    • 0002724115 scopus 로고
    • On the generalised stress-strain behaviour of "wet" clay
    • Cambridge University Press: Cambridge, MA
    • Roscoe KH, Burland JB. On the generalised stress-strain behaviour of "wet" clay. Engineering Plasticity. Cambridge University Press: Cambridge, MA, 1968; 535-609.
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 4
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso EE, Gens A, Josa A. A constitutive model for partially saturated soils. Geotechnique 1990; 40:405-430.
    • (1990) Geotechnique , vol.40 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 5
    • 0019057216 scopus 로고
    • A closed form equation of predicting the hydraulic conductivity of unsaturated soils
    • Van Genuchten MT. A closed form equation of predicting the hydraulic conductivity of unsaturated soils. Soil Science of America Journal 1980; 44: 892-898.
    • (1980) Soil Science of America Journal , vol.44 , pp. 892-898
    • Van Genuchten, M.T.1
  • 7
    • 0034247429 scopus 로고    scopus 로고
    • Aspects of finite element implementation of critical state models
    • Sheng D, Sloan SW, Yu HS. Aspects of finite element implementation of critical state models. Computational Mechanics 2000: 26(2):185-196.
    • (2000) Computational Mechanics , vol.26 , Issue.2 , pp. 185-196
    • Sheng, D.1    Sloan, S.W.2    Yu, H.S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.