A hypoplastic model and numerical modeling of strain localization of granular materials exhibiting particle crushing
Received:July 14, 2010  Revised:May 18, 2011
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DOI:10.7511/jslx20123014
KeyWord:granular materials  hypoplastic model  particle crushing  strain localization
           
AuthorInstitution
楚锡华 武汉大学 土木建筑工程学院, 武汉 ;水资源与水电工程科学国家重点实验室, 武汉
沈顺 武汉大学 土木建筑工程学院, 武汉
余村 武汉大学 土木建筑工程学院, 武汉
姜清辉 武汉大学 土木建筑工程学院, 武汉
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Abstract:
      Based on the hypoplastic model with 2nd P-K stress rate,a hypoplastic model for granular materials exhibiting particle crushing is presented by adopting an experiential curve between void and a wide range of mean effective pressure,including those sufficient to cause particle crushing.The modes of strain localization and loading carry capability of granular materials are investigated under two cases, (1)considering particle crushing (2) without considering particle crushing; numerical results illustrate the capability and performance of presented model in modeling the effects of particle crushing on deformation of granular materials.