首页|露天转地下挂帮矿崩落法开采边坡安全防控技术研究

露天转地下挂帮矿崩落法开采边坡安全防控技术研究

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露天转地下过渡期崩落法开采挂帮矿,会引起边坡的岩移和陷落,威胁露天矿的安全生产.以大孤山铁矿为工程背景,分析边坡岩移机理,得出挂帮矿持续冒落跨度为临界冒落跨度的1.25~1.65倍,第一分段进路布置在矿体厚度大于3.3l的位置,能够保证露天开采的安全.研究陷落散体所需的回采体积,得出回采体积先随着保安矿柱宽度的增加而减小,后又随着保安矿柱宽度的增加而增大,当保安矿柱的宽度为88.45 m时,所需回采体积最小.采用散体滑落试验,得出了防护坝设置在露天坑底的上一个台阶,保证了露天开采的安全.研究成果能够实现大孤山铁矿露天转地下过渡期的产能衔接和安全生产,对于矿山的未来发展具有重要意义.
Safety Prevention and Control Technology of Slope by Caving Mining of Hanging Wall Mine in Open-pit to Underground
During the transition period from open-pit to underground mining,the caving method will cause rock movement and collapse of the slope and threaten the safe production of open-pit mines.Taking Dagushan iron mine as the engineering background,the mechanism of slope rock movement is analyzed,and it is concluded that the continuous caving span of hanging wall mine is 1.25~1.65 times of the critical caving span.The first subsection approach is arranged in the position where the thickness of ore body is greater than 3.3l,which can ensure the safety of open-pit mining.By studying the mining volume required for the collapse mass,it is concluded that the mining volume first decreases with the increase of the width of the security pillar,and then increases with the increase of the width of the security pillar.When the width of the security pillar is 88.45 m,the required mining volume is the smallest.The granular sliding test is used to obtain the upper step of the protective dam set at the bottom of the open pit,which ensures the safety of open-pit mining.The research results can realize the capacity connection and safe production during the transition period from open-pit to underground in Dagushan iron mine,which is of great significance for the future development of the mine.

open-pit to undergroundhanging wall miningrock movement controlcollapsible massprotective dam

宫长亮、孙哲申、许译心、李昱衡、任海龙、范晓明

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鞍钢集团矿业有限公司大孤山分公司

鞍钢集团矿业有限公司眼前山分公司

东北大学资源与土木工程学院

露天转地下 挂帮矿开采 岩移控制 陷落散体 防护坝

2024

现代矿业
中钢集团马鞍山矿山研究院有限公司

现代矿业

影响因子:0.33
ISSN:1674-6082
年,卷(期):2024.40(1)
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