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Volumn 34, Issue 9, 2002, Pages 563-576

Polar extension of a hypoplastic model for granular materials with shear localization

Author keywords

Granular materials; Hypoplasticity; Polar continuum; Shear band; Stationary states

Indexed keywords

DENSITY (SPECIFIC GRAVITY); FRICTION; GRAIN SIZE AND SHAPE; GRANULAR MATERIALS; STRESSES;

EID: 0036724072     PISSN: 01676636     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6636(02)00163-1     Document Type: Article
Times cited : (87)

References (42)
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    • Microstructure of shear bands and its relation to the mechanics of dilatancy and failure of dense granular soils
    • (1998) Géotechnique , vol.48 , pp. 465-481
    • Oda, M.1    Kazama, H.2
  • 31
    • 85024152173 scopus 로고
    • The influence of strains in soil mechanics, 10th Rankine lecture
    • (1970) Géotechnique , vol.20 , Issue.2 , pp. 129-170
    • Roscoe, K.H.1
  • 38
  • 41
    • 0025519283 scopus 로고
    • Numerical testing of the stability criterion for hypoplastic constitutive equations
    • (1990) Mech. Mater. , vol.9 , pp. 243-253
    • Wu, W.1    Kolymbas, D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.