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Evaluation of effect for high slope K211 at Ganyue freeway

机译:赣岳高速公路高边坡K211效果评价。

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摘要

In the field of slope stability analysis, numerical analysis of finite element is an extensively creditworthy method, which can treat with complicate boundary conditions of rock as well as geological conditions. The basic principle of finite element method is introduced and has been applied in the reinforced slope at the section K211, Ganyue freeway. With the software of Phase 2.0, produced by the Institute of Rocscience of Canada, the trace figures of deformation, displacement and stress in the slope have been obtained. The procedure and corresponding mechanism of deformation have been revealed and the reinforcement effect of the slope has also been evaluated.
机译:在边坡稳定分析领域,有限元数值分析是一种值得广泛信赖的方法,它可以处理复杂的岩石边界条件以及地质条件。介绍了有限元法的基本原理,并将其应用于赣粤高速公路K211段的加筋边坡。使用加拿大罗科科学研究所生产的Phase 2.0软件,获得了边坡变形,位移和应力的迹线图。揭示了变形的过程和相应的机理,并评估了边坡的加固效果。

著录项

  • 来源
  • 会议地点 Beijing(CN)
  • 作者

    Xiang Xin; rnSong Xuqin;

  • 作者单位

    X.B.Xiong@School of Engineering,Jinggangshan University,Ji'an,China;

    Institute of Road-bridge and Geotechnical Engineering,East China Jiaotong University,Nanchang,China--M.X.Zheng@Institute of Road-bridge and Geotechnical Engineering,East China Jiaotong University,Nanchang,China--P.Lin@Institute of Road-bridge and Geotechnical Engineering,East China Jiaotong University,Nanchang,China--Y.F.Du@Institute of Road-bridge and Geotechnical Engineering,East China Jiaotong University,Nanchang,China--B.Wang@Institute of Road-bridge and Geotechnical Engineering,East China Jiaotong University,Nanchang,China--;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 岩石(岩体)力学及岩石测试;
  • 关键词

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