A family of improved yield surfaces and their application in modeling of isotropically over-consolidated clays

被引:39
作者
Chen, Y. N. [1 ,2 ]
Yang, Z. X. [1 ]
机构
[1] Zhejiang Univ, Dept Civil Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Northwestern Univ, Evanston, IL 60208 USA
关键词
Novel yield surfaces; Over-consolidated clay; Bounding surface; Isotropic consolidation; Constitutive relations; 2-SURFACE PLASTICITY MODEL; CONSTITUTIVE MODEL; BREAKAGE MECHANICS; UNSATURATED SOILS; HARDENING MODEL; PART II; BEHAVIOR; FRAMEWORK; DEFORMATION;
D O I
10.1016/j.compgeo.2017.06.007
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Recognizing the limitation of the existing yield surfaces for clays, a novel type of the yield surface is derived. The shape parameters allow for the distortion of the yield surface from an ellipse to a teardrop shape such that it provides more flexibility for better modeling the shear response for over-consolidated clays. A new bounding surface model has been proposed within a critical state framework, and can predict the realistic behavior of over-consolidated clays under both undrained and drained conditions. The capacity of the model is demonstrated by five different reconstituted clays with representative testing results in the literature. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:133 / 143
页数:11
相关论文
共 61 条
  • [1] [Anonymous], 1982, STRESS STRAIN STRENG
  • [2] Budhu M., 2010, Soil mechanics and foundation, V3rd ed, P324
  • [3] A nonlinear multi-field coupled model for soils
    Cai GuoQing
    Zhao ChengGang
    Liu Yan
    Li Jian
    [J]. SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2011, 54 (05) : 1300 - 1314
  • [4] A two-surface plasticity model for clay
    Chakraborty, Tanusree
    Salgado, Rodrigo
    Loukidis, Dimitrios
    [J]. COMPUTERS AND GEOTECHNICS, 2013, 49 : 170 - 190
  • [5] A thermomechanical analysis of a family of soil models
    Collins, IF
    Kelly, PA
    [J]. GEOTECHNIQUE, 2002, 52 (07): : 507 - 518
  • [6] A theoretical framework for constructing elastic/plastic constitutive models of triaxial tests
    Collins, IF
    Hilder, T
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (13) : 1313 - 1347
  • [7] UNIFIED CRITICAL-STATE BOUNDING-SURFACE PLASTICITY MODEL FOR SOIL
    CROUCH, RS
    WOLF, JP
    DAFALIAS, YF
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1994, 120 (11): : 2251 - 2270
  • [8] On the modelling of anisotropy and destructuration of soft clays within the multi-laminate framework
    Cudny, M
    Vermeer, PA
    [J]. COMPUTERS AND GEOTECHNICS, 2004, 31 (01) : 1 - 22
  • [9] Dafalias Y.F., 1982, CHAPTER 10 SOIL MECH, P253
  • [10] BOUNDING SURFACE PLASTICITY .2. APPLICATION TO ISOTROPIC COHESIVE SOILS
    DAFALIAS, YF
    HERRMANN, LR
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1986, 112 (12): : 1263 - 1291