长江科学院院报 ›› 2014, Vol. 31 ›› Issue (11): 149-154.DOI: 10.3969/j.issn.1001-5485.2014.11.0292014,31(11):149-154

• 工程设计与施工监控 • 上一篇    下一篇

岩石边坡微震监测安全预警与应用

周钟1,蔡德文1,沙椿1,徐奴文2   

  1. 1. 中国电建集团 成都勘测设计研究院有限公司, 成都 610072;
    2. 四川大学 水力学与山区河流开发保护国家重点实验室, 成都 610065
  • 收稿日期:2014-07-30 修回日期:2014-11-05 出版日期:2014-11-01 发布日期:2014-11-05
  • 通讯作者: 徐奴文(1981-),男,湖北武汉人,讲师,博士,主要从事岩土工程灾害机理、监测与防治方面的研究工作,(电话)028-85406701(电子信箱)xunuwen@scu.edu.cn。
  • 作者简介:周钟(1962-),男,重庆市人,教授级高级工程师,主要从事水电站设计及技术管理工作,(电话)0834-6768502(电子信箱)1247263510@qq.com
  • 基金资助:
    国家自然科学基金资助项目(51209127,51279024);国家重点基础研究发展计划(973)项目(2014CB047100)

Safety Forecasting Based on Microseismic Monitoring and Its Application to Rock Slope

ZHOU Zhong1,CAI De-wen1,SHA Chun1,XU Nu-wen2   

  1. 1. Power China Chengdu Engineering Corporation Limited., Chengdu 610072, China;
    2. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China
  • Received:2014-07-30 Revised:2014-11-05 Online:2014-11-01 Published:2014-11-05

摘要: 针对锦屏一级水电站左岸边坡突出的稳定性问题,结合微震监测技术,研究了边坡预警框架、微震预警功能、多元信息融合判据,构建边坡稳定性安全预警体系,提出锦屏一级水电站左岸边坡预警思路,建立基于微震监测的边坡稳定性局部预警方法、考虑微震损伤效应的边坡稳定性整体预警方法以及多元信息融合判据的综合预警方法,形成一套独具特色的岩石高边坡稳定性综合预警系统。在此基础上,对左岸坝肩边坡出现的实际工程问题进行成功预警。结果表明,提出的综合预警方法可以较好地预测岩石边坡变形失稳风险,为锦屏一级水电站边坡施工期及运行期的安全预警提供了依据,也为类似岩质边坡工程稳定性预测研究提供了一条新的思路。

关键词: 岩石边坡, 微震监测, 锦屏一级水电站, 稳定性, 安全预警

Abstract: The stability problem of the left bank slope at Jinping-I hydropower station is very prominent. On the basis of microseismic (MS) monitoring technique, the forecasting frames, MS forecasting function and multiple information integration criteria are researched, and a safety early warning system for rock slope stability is set up. The forecasting idea for the left bank slope of Jinping-I hydropower station is built. Thus a comprehensive forecasting system of high slope stability is put forward. This system involves local forecasting based on MS monitoring, global forecasting in consideration of MS damage effect, and multiple information integration criteria. Furthermore, it is applied to the engineering problem at the left bank slope. Results suggest this comprehensive forecasting method could predict the deformation instability risk of rock slope. This research provides basis for the safety warning of the left bank slope of Jinping-I hydropower station during its construction and operation.

Key words: rock slope, microseismic monitoring, Jinping-I hydropower station, stability, safety forecasting

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