Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies

被引:13
作者
Herle, I
Gudehus, G
机构
[1] Inst Theoret & Appl Mech, Prague 19000 9, Czech Republic
[2] Univ Karlsruhe, Inst Soil Mech & Rock Mech, D-76128 Karlsruhe, Germany
关键词
constitutive relations; hypoplasticity; material parameters; grain skeletons; granulometric properties;
D O I
10.1002/(SICI)1099-1484(199909)4:5<461::AID-CFM71>3.0.CO;2-P
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The stress-strain behaviour of granular materials can be modelled with hypoplastic constitutive relations. A hypoplastic model is briefly introduced for the axially symmetric case, and a procedure for the determination of its parameters is described in detail. It is shown, for several sands and one gravel, that all parameters of the hypoplastic model are closely related to the granulometric properties of grain assemblies. Recalculations of some element tests are presented in order to verify the proposed procedure. Copyright (C) 1999 John Wiley & Sons, Ltd.
引用
收藏
页码:461 / 486
页数:26
相关论文
共 44 条
  • [21] The Hypoplastic Constitutive Model for Sandy Soil Considering the Rotation of the Principal Stress Axis
    Li, Xuefeng
    Fan, Guowei
    He, Yuqi
    [J]. APPLIED SCIENCES-BASEL, 2023, 13 (12):
  • [22] The performance of a hypoplastic constitutive model in predictions of centrifuge experiments under earthquake conditions
    Hleibieh, Jamal
    Herle, Ivo
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 122 : 310 - 317
  • [23] FORMULATION OF A BASIC CONSTITUTIVE MODEL FOR FINE - GRAINED SOILS USING THE HYPOPLASTIC FRAMEWORK
    Gago, Filip
    Valletta, Alessandro
    Muzik, Juraj
    [J]. CIVIL AND ENVIRONMENTAL ENGINEERING, 2021, 17 (02) : 450 - 455
  • [24] Evaluation of different strategies for the integration of hypoplastic constitutive equations: Application to the CLoE model
    Tamagnini, C
    Viggiani, G
    Chambon, R
    Desrues, J
    [J]. MECHANICS OF COHESIVE-FRICTIONAL MATERIALS, 2000, 5 (04) : 263 - 289
  • [25] Generalized hydro-mechanically coupled hypoplastic constitutive model for unsaturated collapsible soils
    Tafili, Merita
    Machac, Jan
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2024, 61 (08) : 1622 - 1638
  • [26] Numerical prediction of circular tunnel seismic behaviour using hypoplastic soil constitutive model
    Mohammadi-Haji, Bahareh
    Ardakani, Alireza
    [J]. INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2020, 14 (04) : 428 - 441
  • [27] Experimental determination of hypoplastic parameters and cyclic numerical analysis for railway bridge backfills
    Stastny, A.
    Knittel, L.
    Meier, T.
    Tschuchnigg, F.
    [J]. ACTA GEOTECHNICA, 2024, 19 (10) : 6899 - 6916
  • [28] A hypoplastic constitutive model for rockfill materials considering the influence of particle breakage on representative void ratio
    Ming Hua-jun
    Sun Kai-chang
    Xu Xiao-feng
    Shi Cun-peng
    [J]. ROCK AND SOIL MECHANICS, 2016, 37 (01) : 33 - U577
  • [29] A numerical study of strain localization on granular material using bifurcation theory in a hypoplastic constitutive model
    Ramos Canon, Alfonso Mariano
    Lizcano Pelaez, Arcesio
    Felipe Castilla, Daniel
    [J]. REVISTA TECNICA DE LA FACULTAD DE INGENIERIA UNIVERSIDAD DEL ZULIA, 2011, 34 (03): : 228 - 237
  • [30] AN OPTIMIZATION METHOD TO IDENTIFY BIRD'S CONSTITUTIVE MODEL AND ITS PARAMETERS
    Wang, F. S.
    Yue, Z. F.
    Liu, Y. S.
    [J]. MULTIDISCIPLINE MODELING IN MATERIALS AND STRUCTURES, 2007, 3 (04) : 527 - 534