Sand model within anisotropic critical state theory with evolving fabric

被引:0
作者
Papadimitriou, A. G. [1 ]
Dafalias, Y. F. [2 ,3 ]
Li, X. S. [4 ]
机构
[1] Univ Thessaly, Volos, Greece
[2] Univ Calif Davis, Davis, CA 95616 USA
[3] Natl Tech Univ Athens, GR-10682 Athens, Greece
[4] Hong Kong Univ Sci & Technol, Hong Kong, Hong Kong, Peoples R China
来源
Geomechanics from Micro to Macro, Vols I and II | 2015年
关键词
PLASTICITY MODEL;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents a simple anisotropic sand model within a recently proposed Anisotropic Critical State Theory (ACST), which was motivated by grain level kinematics studied by means of DEM. The model adopts the SANISAND constitutive model platform and uses a fundamental ingredient of ACST, namely the fabric anisotropy variable A that equals the first joint invariant of properly defined and evolving deviatoric fabric and loading direction tensors. The A evolves towards its critical state value that constitutes a concurrent additional requirement to that of critical stress-ratio and void-ratio, for attaining critical state. The A is used for the definition of evolving dilatancy state lines that delineate contractive and dilative states in the void ratio - mean effective stress space, the plastic modulus and the evolution equation of the fabric tensor. Since the development is within ACST, the thermodynamically consistent uniqueness of the critical state line is postulated. The model is shown to be capable of simulating the anisotropic behavior of sands, based on comparisons to Toyoura sand experiments. In addition, parametric analyses show the influence of the initial value and pace of evolution of the fabric tensor on the stress strain response.
引用
收藏
页码:627 / 632
页数:6
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