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某尾矿坝稳定性分析与加固措施
引用本文:何秉顺,丁留谦,谢源.某尾矿坝稳定性分析与加固措施[J].防灾减灾工程学报,2009,29(2).
作者姓名:何秉顺  丁留谦  谢源
作者单位:1. 中国水利水电科学研究院防洪减灾研究所,北京,100038
2. 北京国信安科技术有限公司,北京,100044
摘    要:针对某尾矿库堆积坝下游坡出现的水流高位出逸及流砂现象,对该尾矿坝进行了渗流与稳定计算,提出了渗流和稳定评价意见及可行的除险加固方案。研究内容包括:采用先进的三维激光扫描仪对尾矿坝及其附近区域进行大比例尺地形测量,现场测量堆积坝坡及干滩坡比,为数值计算提供基础地形资料;现场取尾矿砂样本,进行室内试验,包括颗粒分析、渗透性和强度参数试验等;根据下游坡出逸点高度进行渗流计算输入参数反分析,获取合理的尾矿砂渗透系数各向异性比例与坝顶垂直入渗流量;对尾矿坝现状与远期规划坝高进行6个工况的渗流与抗滑稳定分析,指出坝体处于滑动失稳临界状态,提出采用辐射井降水的排渗措施。该尾矿库采用辐射井降水后,稳定安全系数提高至1.7以上,坝体下游坡水流高位出逸和流砂管涌现象已基本消除。

关 键 词:尾矿坝  三维激光扫描仪  渗流计算  稳定性分析  辐射井

Stability Analysis of a Tailing Dams and its Strengthening Measures
HE Bing-shun,DING Liu-qian,XIE Yuan.Stability Analysis of a Tailing Dams and its Strengthening Measures[J].Journal of Disaster Prevent and Mitigation Eng,2009,29(2).
Authors:HE Bing-shun  DING Liu-qian  XIE Yuan
Institution:HE Bing-shun~1,DING Liu-qian~1,XIE Yuan~2 (1.Chinese Institute of Water Resource and Hydropower Research,Beijing 100038,China,2.Beijing Assafety Science & Technology Co.Ltd,Beijing 100044,China)
Abstract:The phenomena of flowing sands and water exit at high positions on the downstream slope of a tailings filled dam were focused in the seepage and stability analysis of the tailing dams to propose a safety evaluation of its seepage and stability,and strengthening measures in this paper.The safety evaluation included: a field surveying of the topography of the tailing dams and its neighboring area with an advanced 3D laser scanner to provide basic data for numerical computation;an indoor laboratory testing of ...
Keywords:tailing dams  3D laser scanner  seepage calculation  stability analysis  radiation wells  
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