INTEGRATING OF GEORADAR ANS SEISMIC STUDIES OF THE TAILINGS DAM

A. Dyakov, A. Kalashnik
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Abstract

Identification of water-saturated zones in the tailings dams is an actual scientific and practical task in terms of providing, first of all, their mechanical strength and filtration stability. The prevention of accidents in tailings is complicated by the circumstance that the processes of increased filtration, appearing and developing in the dam body, are not fixed on the initial stages by visual and traditional methods. Insufficiency, from the point of view of data completeness, of networks of piezometric boreholes on tailings dams does not allow solving the tasks of necessary information hydrological support. At the same time, the use of active- sounding geophysical study methods allows obtaining sufficiently detailed information about the peculiarities of the internal structure of the tailings dam and the degree of water saturation of the composing soils. A reasoned choice of geophysical methods, as well as their combination, allows increasing the level and reliability of obtained data at subsurface studies. The paper presents the results of in-situ experiments on the study of the tailings dam of the mining enterprise by different in nature wave GPR (georadar) and seismic methods. A comparative analysis of the conducted studies has allowed clarifying the internal structure and assessing the dam’s condition, paying special attention to the identification of local zones of increased water saturation and filtration. Based on the calculated correlation coefficient of electromagnetic and seismic wave velocity values, it was revealed that synchronization of geophysical surveys allows significantly increasing the reliability of in-situ determinations, as well as obtaining more reliable data. The results of the studies are the basis for predicting the most vulnerable places (zones) of a bulk ground hydraulic facility, as well as the localization of water-saturated areas in the body of the ground structures with greater reliability and performance.
尾矿库地质与地震一体化研究
尾矿坝中饱和水区识别是一项实际的科学和实用任务,首先要提供尾矿坝的机械强度和过滤稳定性。由于尾矿在坝体中出现和发展的增滤过程不能以目测和传统方法固定在初始阶段,使尾矿事故的预防复杂化。从数据完整性的角度来看,尾矿坝测压钻孔网的不足,无法解决必要的信息水文支持任务。同时,利用主动测深地球物理研究方法,可以获得尾矿坝内部结构特性和组成土含水饱和度的充分详细信息。合理选择地球物理方法及其组合,可以提高地下研究中获得的数据的水平和可靠性。本文介绍了采用不同的自然波探地雷达(地质雷达)和地震方法对某矿山尾矿坝进行原位试验研究的结果。对所进行的研究进行比较分析,可以澄清内部结构,评估大坝的状况,特别注意确定水饱和度和过滤率增加的局部区域。根据计算得到的电磁波速值与地震波波速值的相关系数,发现地球物理调查的同步可以显著提高原位确定的可靠性,获得更可靠的数据。研究结果是预测大型地面水利设施最脆弱部位(区)的基础,也是确定具有较高可靠性和性能的地面结构体中饱和水区域的基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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