An Innovative Solution to Counteract Convergence of Shaft Lining in Rock Salt Strata

IF 1.2 4区 工程技术 Q3 MINING & MINERAL PROCESSING Archives of Mining Sciences Pub Date : 2023-07-20 DOI:10.24425/AMS.2019.128693
P. Kamiński, P. Czaja, Metoda Przeciwdziałania
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引用次数: 2

Abstract

This work presents an innovative shaft-lining solution which, in accordance with a patent of the Republic of Poland, allows successive, periodic leaching of excess rock salt migrating to the shaft opening. As is commonly known, all workings in rock salt strata are exposed to an increased convergence of sidewalls, making it very difficult to use shafts properly. Rocks migrating towards the shaft opening cause very high stress on the shaft liner. As a result, if the lining does not show substantial deformability, it fails. Lining failure due to insufficient deformability has been extensively described in the literature. Also, throughout the history of mining construction, a number of solutions have been proposed for different types of lining-deformability enhancement. For instance, the KGHM mining corporation applied a deformable steel lining – a solution used in the mining construction of galleries – along a 155-m-long section of the SW-4 shaft with diameters of 7,5 m that passes through a rock salt strata. At KGHM, the SW-4 shaft passes through a rock salt strata along a section of 155 m, in which a deformable enclosed steel lining was made. After several years, the convergence of shaft sidewalls stabilised at a rate of 0.5 mm/day. This enormous activity of the rock mass made it necessary to reconstruct the entire shaft section after only four years. According to further predictions, it will be necessary to reconstruct this section at least four times by 2045. This paper discusses in short form the underlying weaknesses of the technology in question. As a solution to the problems mentioned above, the authors of this work present a very simple design of a shaft lining, called the tubing-aggregate lining, which utilises the leachability of salt rock massifs. The essential part of the lining is a layer of coarse aggregate set between the salt rock sidewall and the inner column of the tubing lining. One the one hand, coarse aggregate supports the salt rock sidewall and is highly deformable due to its compressibility, but on the other hand it allows water or low saturated brine to migrate and dissolve salt rock sidewalls. This paper presents the first stage of works on this subject. Patent No. PL 223831 B had been granted before these works commenced.
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盐岩地层井壁收敛的创新解决方案
这项工作提出了一种创新的井壁解决方案,根据波兰共和国的专利,允许连续、定期地浸出多余的岩盐迁移到井口。众所周知,岩盐地层中的所有工作都暴露在侧壁越来越集中的情况下,这使得矿井的正确使用变得非常困难。向井口移动的岩石对井口衬板造成很高的应力。因此,如果衬里没有表现出实质性的可变形性,它就会失效。由于变形能力不足导致的衬砌破坏在文献中已经有了广泛的描述。此外,在整个采矿建设历史中,针对不同类型的衬砌变形能力增强提出了许多解决方案。例如,KGHM矿业公司在SW-4井一段155米长、直径7.5米、穿过岩盐层的井段上采用了可变形钢衬里——这是巷道采矿施工中使用的一种解决方案。在KGHM, SW-4井沿155 m的断面穿过岩盐地层,其中制作了可变形的封闭钢衬里。几年后,井筒侧壁的收敛速度稳定在每天0.5毫米。由于岩体的剧烈活动,仅用了四年时间,就有必要重建整个竖井。根据进一步的预测,到2045年,这一段至少需要重建四次。本文简要地讨论了所讨论的技术的潜在弱点。作为上述问题的解决方案,本工作的作者提出了一种非常简单的竖井衬砌设计,称为管集料衬砌,它利用了盐岩块体的可浸性。衬砌的核心部分是设置在盐岩侧壁与管壁内柱之间的一层粗骨料。粗骨料一方面支撑着盐岩侧壁,由于其可压缩性,具有高度的可变形性,另一方面又允许水或低饱和盐水运移溶解盐岩侧壁。本文介绍了这一课题的第一阶段工作。专利号工程开始前已批出PL 223831 B。
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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来源期刊
Archives of Mining Sciences
Archives of Mining Sciences 工程技术-矿业与矿物加工
CiteScore
2.40
自引率
16.70%
发文量
0
审稿时长
20 months
期刊介绍: Archives of Mining Sciences (AMS) is concerned with original research, new developments and case studies in mining sciences and energy, civil engineering and environmental engineering. The journal provides an international forum for the publication of high quality research results in: mining technologies, mineral processing, stability of mine workings, mining machine science, ventilation systems, rock mechanics, termodynamics, underground storage of oil and gas, mining and engineering geology, geotechnical engineering, tunnelling, design and construction of tunnels, design and construction on mining areas, mining geodesy, environmental protection in mining, revitalisation of postindustrial areas. Papers are welcomed on all relevant topics and especially on theoretical developments, analytical methods, numerical methods, rock testing, site investigation, and case studies.
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