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Numerical simulation of the shear behavior of rockfills
Xu, Ming ; Song, Erxiang
2010-10-12 ; 2010-10-12 ; OCT
关键词Rockfills Shear behavior Strain hardening Volumetric change FINITE-ELEMENT-ANALYSIS CONFINING PRESSURE COMPACTED ROCKFILL PARTICLES STRENGTH EQUILIBRIUM SLOPES MODEL Computer Science, Interdisciplinary Applications Engineering, Geological Geosciences, Multidisciplinary
中文摘要A strain hardening model is proposed for simulation of the shear behavior of rockfills, including the nonlinear stress-strain relationship, stress-dependence of stiffness, non-linear strength envelope, and particularly the shearing contraction and dilatancy. This model utilizes the Mohr-Coulomb yield criterion, which is defined by the mobilized friction angle varying with plastic octahedral shear strain. The development of Rowe's stress dilatancy theory is reviewed, with its limitation for rockfills highlighted. A modified solution is then proposed to derive the mobilized dilatancy angle of rockfills. Compared with large-scale triaxial testing results, it has been demonstrated that this simple model is capable of predicting the shear behavior of rockfills with fair accuracy. (C) 2009 Elsevier Ltd. All rights reserved.
语种英语 ; 英语
出版者ELSEVIER SCI LTD ; OXFORD ; THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND
内容类型期刊论文
源URL[http://hdl.handle.net/123456789/82135]  
专题清华大学
推荐引用方式
GB/T 7714
Xu, Ming,Song, Erxiang. Numerical simulation of the shear behavior of rockfills[J],2010, 2010, OCT.
APA Xu, Ming,&Song, Erxiang.(2010).Numerical simulation of the shear behavior of rockfills..
MLA Xu, Ming,et al."Numerical simulation of the shear behavior of rockfills".(2010).
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