龙滩水电站左岸蠕变体B区边坡位移监测分析

刘艳辉 戴谦训 刘大安 韩芳 程东幸

刘艳辉, 戴谦训, 刘大安, 韩芳, 程东幸. 2005: 龙滩水电站左岸蠕变体B区边坡位移监测分析. 工程地质学报, 13(2): 269-274.
引用本文: 刘艳辉, 戴谦训, 刘大安, 韩芳, 程东幸. 2005: 龙滩水电站左岸蠕变体B区边坡位移监测分析. 工程地质学报, 13(2): 269-274.
LIU Yanhui, DAI Qianxun, LIU Da'an, HAN Fang, CHENG Dongxing. 2005: DEFORMATION MONITORING ANALYSIS IN THE CREEPING ROCK SLOPE B ON THE LEFT BANK OF LONGTAN HYDROPOWER STATION. JOURNAL OF ENGINEERING GEOLOGY, 13(2): 269-274.
Citation: LIU Yanhui, DAI Qianxun, LIU Da'an, HAN Fang, CHENG Dongxing. 2005: DEFORMATION MONITORING ANALYSIS IN THE CREEPING ROCK SLOPE B ON THE LEFT BANK OF LONGTAN HYDROPOWER STATION. JOURNAL OF ENGINEERING GEOLOGY, 13(2): 269-274.

龙滩水电站左岸蠕变体B区边坡位移监测分析

基金项目: 

中科院知识创新工程重要方向项目(项目号:KZCX2-SW-134)资助

详细信息
    作者简介:

    刘艳辉(1979-),女,硕士,主要从事工程地质信息系统方向.Email:lyhlsd@mai.ligcas.ac.cn

  • 中图分类号: TV223.3

DEFORMATION MONITORING ANALYSIS IN THE CREEPING ROCK SLOPE B ON THE LEFT BANK OF LONGTAN HYDROPOWER STATION

  • 摘要: 结合地下水位监测与降雨量监测结果,对龙滩水电站左岸蠕变体B区边坡位移监测资料进行综合分析,认为边坡蠕变岩体位移主要发生在高程520m以上,且强风化线或蠕变岩体折断面控制着边坡岩体的变形,由于边坡排水、坡体压脚,岩体变形速率逐渐变小,目前已经基本稳定。应加强边坡强风化线或蠕变岩体折断面附近的位移监测,特别是蓄水期监测;同时要保证地表和地下排水系统的正常运行。
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出版历程
  • 收稿日期:  2004-03-11
  • 修回日期:  2004-06-03
  • 刊出日期:  2005-04-22

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