澜沧江某电站左岸地下洞室群围岩稳定性的FLAC~(3D)分析

卢书强 许模 巨能攀

卢书强, 许模, 巨能攀. 2006: 澜沧江某电站左岸地下洞室群围岩稳定性的FLAC~(3D)分析. 工程地质学报, 14(3): 351-355.
引用本文: 卢书强, 许模, 巨能攀. 2006: 澜沧江某电站左岸地下洞室群围岩稳定性的FLAC~(3D)分析. 工程地质学报, 14(3): 351-355.
LU Shuqiang, XU Mo, JU Nengpan. 2006: NUMERICAL ANALYSIS WITH FLAC~(3D) ON ROCK MASS STABILITY SURROUNDING CAVERN GROUP IN THE LEFT BANK SLOPE OF A HYDROPOWER STATION ON LAN-CANG-JIANG RIVER. JOURNAL OF ENGINEERING GEOLOGY, 14(3): 351-355.
Citation: LU Shuqiang, XU Mo, JU Nengpan. 2006: NUMERICAL ANALYSIS WITH FLAC~(3D) ON ROCK MASS STABILITY SURROUNDING CAVERN GROUP IN THE LEFT BANK SLOPE OF A HYDROPOWER STATION ON LAN-CANG-JIANG RIVER. JOURNAL OF ENGINEERING GEOLOGY, 14(3): 351-355.

澜沧江某电站左岸地下洞室群围岩稳定性的FLAC~(3D)分析

详细信息
    作者简介:

    卢书强(1973-),男,博士研究生,主要从事地质工程.Email:lsq2197@163.com

  • 中图分类号: TV223.3

NUMERICAL ANALYSIS WITH FLAC~(3D) ON ROCK MASS STABILITY SURROUNDING CAVERN GROUP IN THE LEFT BANK SLOPE OF A HYDROPOWER STATION ON LAN-CANG-JIANG RIVER

  • 摘要: 在岩体结构模型概化的基础上,采用FLAC3D数值分析方法,系统研究了澜沧江某大型水电站大跨度、高边墙地下洞室群开挖完成后围岩的二次应力场、变形场和塑性破坏区的变化特征。总结了地下洞室群围岩应力、变形和破坏区的分布特征和变化规律,为洞室群稳定性评价和工程施工设计提供了基础资料和参考依据。
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出版历程
  • 收稿日期:  2005-11-09
  • 修回日期:  2006-02-14
  • 刊出日期:  2006-05-22

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