A constitutive model for granular materials considering grain breakage

被引:0
|
作者
Wei Hu
ZhenYu Yin
Christophe Dano
Pierre-Yves Hicher
机构
[1] Chengdu University of Technology,State Key Laboratory of Geohazard Prevention and Geoenvironment Protection
[2] Shanghai Jiao Tong University,Center for Marine Geotechnics Research, Department of Civil Engineering
[3] Ecole Centrale de Nantes,Research Institute in Civil and Mechanical Engineering, UMR CNRS 6183
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关键词
granular materials; grain breakage; elasto-plasticity; critical state; grain size distribution;
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学科分类号
摘要
A particle breakage has a significant impact on the mechanical behavior of granular materials. In this paper, we present an elasto-plastic model with two yield surfaces to which the influence of particle breakage has been introduced. The main feature of this model is to incorporate the change in the critical state line (CSL) consequent to the grain breakage induced by isotropic and deviatoric stresses during loading. For this purpose we propose a breakage function which connects the evolution of the CSL to the energy consumed. Results from earlier studies on drained and undrained compression and extension triaxial tests were used to calibrate and validate the model. Comparison between earlier results and our simulations indicates that the model can reproduce with good accuracy the mechanical behavior of crushable granular materials and predict the evolution of the grain size distribution during loading.
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页码:2188 / 2196
页数:8
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