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岩质边坡开挖效应的有限元仿真分析
引用本文:张贯峰,谢永利,张连成.岩质边坡开挖效应的有限元仿真分析[J].昆明理工大学学报(理工版),2006,31(3):5-8.
作者姓名:张贯峰  谢永利  张连成
作者单位:1. 长安大学,公路学院,陕西,西安,710064
2. 广东省路桥建设发展有限公司,广东,广州,510635
摘    要:边坡开挖会影响自然斜坡内部应力场的原始状态.论文基于大型有限元软件,对具有代表性物理力学特征的岩质边坡进行了开挖效应的有限元仿真.通过对比开挖前后边坡内部的应力场特征,发现:在影响边坡稳定的指标性应力中,边坡上部的水平应力受开挖影响较大;在成坡坡脚附近,指向坡体外的剪应力显著增加.通过对水平和倾斜路径的应力追踪,提出了开挖效应对边坡内部应力场的影响程度和范围.

关 键 词:岩质边坡  有限元仿真  应力场  开挖效应
文章编号:1007-855X(2006)03-0005-04
收稿时间:2005-07-06
修稿时间:2005年7月6日

Finite Element Simulation Analysis of Excavation Effect on Rock Slope
ZHANG Guan-feng,XIE Yong-li,ZHANG Lian-cheng.Finite Element Simulation Analysis of Excavation Effect on Rock Slope[J].Journal of Kunming University of Science and Technology(Natural Science Edition),2006,31(3):5-8.
Authors:ZHANG Guan-feng  XIE Yong-li  ZHANG Lian-cheng
Abstract:Slope excavation will influence the original stress field inside the natural slope.Based on the large finite element software,the excavation effect on rock slope with the representative physical and mechanical characteristic is analyzed in this paper.Through contrasting the characteristics of stress field inside the slope before and after the excavation,the results show that the horizontal stress upside the slope and the shear stress pointing to the outside slope near the foot change clearly.Through tracing the change of the stress on the horizontal and slantwise paths,the influence and scopes of the excavation effect on the inside stress field of the slope are put forward.
Keywords:rock slope  finite element simulation  stress field  excavation effect  
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