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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