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Volumn 32, Issue 11, 2000, Pages 679-691

Dynamical uniaxial compaction of a hypoplastic granular material

Author keywords

[No Author keywords available]

Indexed keywords

COMPACTION; CONTINUUM MECHANICS; GRAPH THEORY; MATHEMATICAL MODELS; ORDINARY DIFFERENTIAL EQUATIONS; PLASTICITY; POWDERS; PROBLEM SOLVING; SAND; SOIL CEMENT; STRAIN RATE; TENSORS;

EID: 0034326153     PISSN: 01676636     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6636(00)00032-6     Document Type: Article
Times cited : (16)

References (17)
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    • Bauer, E.1    Wu, W.2
  • 2
    • 0030109474 scopus 로고    scopus 로고
    • Calibration of a comprehensive hypoplastic model for granular materials
    • Bauer E. Calibration of a comprehensive hypoplastic model for granular materials. Soils Foundations. 36:1996;13-26.
    • (1996) Soils Foundations , vol.36 , pp. 13-26
    • Bauer, E.1
  • 4
    • 0030108178 scopus 로고    scopus 로고
    • A comprehensive constitutive equation for granular materials
    • Gudehus G. A comprehensive constitutive equation for granular materials. Soils Foundations. 36:1996;1-12.
    • (1996) Soils Foundations , vol.36 , pp. 1-12
    • Gudehus, G.1
  • 5
    • 0007134462 scopus 로고    scopus 로고
    • Flow and hardness of moulding sand resulting from air pressure impact
    • J. Hewitt. Adelaide: University of South Australia
    • Hill J.M., Whiten W.J. Flow and hardness of moulding sand resulting from air pressure impact. Hewitt J. Proceedings of the 1998 Mathematics-in-Industry Study Group. 1999;23-42 University of South Australia, Adelaide.
    • (1999) Proceedings of the 1998 Mathematics-in-Industry Study Group , pp. 23-42
    • Hill, J.M.1    Whiten, W.J.2
  • 7
    • 0026358839 scopus 로고
    • Computer-aided design of constitutive laws
    • Kolymbas D. Computer-aided design of constitutive laws. Int. J. Numer. Anal. Meth. Geomech. 15:1991a;593-604.
    • (1991) Int. J. Numer. Anal. Meth. Geomech. , vol.15 , pp. 593-604
    • Kolymbas, D.1
  • 8
    • 0025789238 scopus 로고
    • An outline of hypoplasticity
    • Kolymbas D. An outline of hypoplasticity. Archive App. Mech. 61:1991b;143-151.
    • (1991) Archive App. Mech. , vol.61 , pp. 143-151
    • Kolymbas, D.1
  • 10
    • 0004219354 scopus 로고
    • Mathematics Department, La Trobe University, Melbourne, Victoria, Australia
    • Sherring, J., 1993. DIMSYM Users Manual, Mathematics Department, La Trobe University, Melbourne, Victoria, Australia.
    • (1993) DIMSYM Users Manual
    • Sherring, J.1
  • 12
    • 0030198126 scopus 로고    scopus 로고
    • A hypoplastic relation for granular materials with a predefined limit state surface
    • Von Wolffersdorff P.A. A hypoplastic relation for granular materials with a predefined limit state surface. Mech. Cohesive-Fictional Mater. 1:1996;251-271.
    • (1996) Mech. Cohesive-Fictional Mater. , vol.1 , pp. 251-271
    • Von Wolffersdorff, P.A.1
  • 13
    • 34250494619 scopus 로고
    • A new representation theorem for isotropic functions Parts I and II
    • Wang C.C. A new representation theorem for isotropic functions Parts I and II. Archiv. Rat. Mech. Anal. 36:1970;166-223.
    • (1970) Archiv. Rat. Mech. Anal. , vol.36 , pp. 166-223
    • Wang, C.C.1
  • 15
    • 0000219039 scopus 로고
    • A hypoplastic model for barotropy and pyknotropy of granular soils
    • D. Kolymbas. Amsterdam: Elsevier
    • Wu W., Bauer E. A hypoplastic model for barotropy and pyknotropy of granular soils. Kolymbas D. Proceedings of the Modern Approaches to Plasticity. 1993;225-245 Elsevier, Amsterdam.
    • (1993) Proceedings of the Modern Approaches to Plasticity , pp. 225-245
    • Wu, W.1    Bauer, E.2
  • 16
    • 0028574515 scopus 로고
    • A simple hypoplastic constitutive model for sand
    • Wu W., Bauer E. A simple hypoplastic constitutive model for sand. Int. J. Numer. Anal. Meth. Geomech. 18:1994;833-862.
    • (1994) Int. J. Numer. Anal. Meth. Geomech. , vol.18 , pp. 833-862
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  • 17
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    • Hypoplastic constitutive model with critical state for granular materials
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.