메뉴 건너뛰기




Volumn , Issue , 2004, Pages 139-146

Constitutive modeling of the influence of pressure, density and moisture content on the mechanical behavior of rockfill materials

Author keywords

[No Author keywords available]

Indexed keywords

ELASTOPLASTICITY; GRAIN SIZE AND SHAPE; GRANULAR MATERIALS; MATHEMATICAL MODELS; MOISTURE; PLASTIC DEFORMATION; SAND;

EID: 15344341163     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9780203020678.ch13     Document Type: Conference Paper
Times cited : (9)

References (12)
  • 1
    • 0019240869 scopus 로고
    • The influence of confining pressure on the shear strength of compacted rockfill
    • Charles, J.A. and Watts, K.S. (1980): The influence of confining pressure on the shear strength of compacted rockfill. Geotechnique, Vol. 30, 4, 353-367.
    • (1980) Geotechnique , vol.30 , Issue.4 , pp. 353-367
    • Charles, J.A.1    Watts, K.S.2
  • 4
    • 0030142230 scopus 로고    scopus 로고
    • Hypoplastic constitutive model with critical state for granular materials
    • Wu, W., Bauer, E. and Kolymbas, D. (1996): Hypoplastic constitutive model with critical state for granular materials. Mechanics of Materials, No. 23, 45-69.
    • (1996) Mechanics of Materials , Issue.23 , pp. 45-69
    • Wu, W.1    Bauer, E.2    Kolymbas, D.3
  • 5
    • 0030108178 scopus 로고    scopus 로고
    • A comprehensive constitutive equation for granular materials
    • Gudehus, G. (1996): A comprehensive constitutive equation for granular materials. Soils and Foundations, 36, No. 1, 1-12.
    • (1996) Soils and Foundations , vol.36 , Issue.1 , pp. 1-12
    • Gudehus, G.1
  • 6
    • 0030109474 scopus 로고    scopus 로고
    • Calibration of a comprehensive hypoplastic model for granular materials
    • Bauer, E. (1996): Calibration of a comprehensive hypoplastic model for granular materials. soil and Foundations, 36(1), 13-26.
    • (1996) Soil and Foundations , vol.36 , Issue.1 , pp. 13-26
    • Bauer, E.1
  • 7
    • 0025789238 scopus 로고
    • An outline of hypoplasticity
    • Kolymbas, D. (1991): An outline of hypoplasticity. Arch, of Appl. Mechanics, 3, 143-151.
    • (1991) Arch, of Appl. Mechanics , vol.3 , pp. 143-151
    • Kolymbas, D.1
  • 9
    • 0037534840 scopus 로고    scopus 로고
    • Stationary states in hypoplasticity
    • Kolymbas (ed), Springer-Verlag
    • Bauer, E. and Herle, I. (2000): Stationary states in hypoplasticity. Constitutive Modelling of Granular Materials, Kolymbas (ed), Springer-Verlag, 167-192.
    • (2000) Constitutive Modelling of Granular Materials , pp. 167-192
    • Bauer, E.1    Herle, I.2
  • 10
    • 0012440023 scopus 로고
    • Stress-strain relationship of soil based on the 'SMP'
    • IX Int. Conf. Soil Mech. Found. Eng., Tokyo
    • Matsuoka, H. and Nakai, T. (1977): Stress-strain relationship of soil based on the 'SMP'. Proc. of Speciality Session 9, IX Int. Conf. Soil Mech. Found. Eng., Tokyo, 153-162.
    • (1977) Proc. of Speciality Session , vol.9 , pp. 153-162
    • Matsuoka, H.1    Nakai, T.2
  • 11
    • 0033886256 scopus 로고    scopus 로고
    • Conditions for embedding Casagrande's critical states into hypoplasticity
    • Bauer, E. (2000): Conditions for embedding Casagrande's critical states into hypoplasticity. Mechanics of Cohesive-Frictional Materials, 5, 125-148.
    • (2000) Mechanics of Cohesive-frictional Materials , vol.5 , pp. 125-148
    • Bauer, E.1
  • 12
    • 0033195495 scopus 로고    scopus 로고
    • Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies
    • Herle, I. and Gudehus, G. (1999): Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies. Mech. of Cohesive-Fric, Mater., 4, 461-486.
    • (1999) Mech. of Cohesive-fric, Mater. , vol.4 , pp. 461-486
    • Herle, I.1    Gudehus, G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.