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Volumn 26, Issue 15, 2002, Pages 1561-1571

Comments on use of the Barcelona Basic Model for unsaturated soils

Author keywords

[No Author keywords available]

Indexed keywords

DATA REDUCTION; PROBLEM SOLVING; SOILS; STRESS ANALYSIS;

EID: 0347721908     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.259     Document Type: Article
Times cited : (63)

References (9)
  • 2
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso EE, Gens A, Josa A. A constitutive model for partially saturated soils. Géotechnique 1990; 40(2):405-430.
    • (1990) Géotechnique , vol.40 , Issue.2 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 5
    • 0028974913 scopus 로고
    • An elasto-plastic critical state framework for unsaturated soil
    • Wheeler SJ, Sivakumar V. An elasto-plastic critical state framework for unsaturated soil. Géotechnique 1995; 45(1):35-53.
    • (1995) Géotechnique , vol.45 , Issue.1 , pp. 35-53
    • Wheeler, S.J.1    Sivakumar, V.2
  • 9
    • 85137263885 scopus 로고
    • A definition of stable inelastic material
    • Drucker DC. A definition of stable inelastic material. ASME Journal of Applied Mechanics 1954; 26:101-106.
    • (1954) ASME Journal of Applied Mechanics , vol.26 , pp. 101-106
    • Drucker, D.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.