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红透山铜锌矿-877m采场稳定性分析试验研究

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通过矿岩力学强度测试和工程地质调查对红透山铜锌矿-877 m 试验采场稳定性开展研究,重点分析矿岩质量评价结果和采场顶板水力半径计算结果.研究结果表明:RMR法和Q 法对矿岩质量评价均为好;通过 Mathews稳定图法计算得出矿石稳定区的临界水力半径为 6.9 m;当单个采区顶板矿石跨度不超过 15m时,矿石水力半径小于 6.9 m;当盘区顶板矿石跨度不超过 14m时,矿石水力半径小于 6.9 m,此时采场处于稳定状态,不需支护.
Experimental Study on Stability of the-877 m Stope of Hongtoushan Copper-Zinc Mine
An experimental study on the stability of the-877 m stope of the Hongtoushan copper-zinc mine was conducted through ore-rock mechanical strength testing and engineering geological surveys,focusing on analyzing the ore-rock quality evaluation re-sults and the calculation results of the hydraulic radius of the stope roof.The research results show that the evaluation results of ore rock quality under the RMR method and Q method are all good.The critical hydraulic radius of the ore stable zone is 6.9 m calcu-lated through the Mathews stability diagram method.When the span of the ore roof in a single mining area does not exceed 15 m,the hydraulic radius of the ore is less than 6.9 m.When the span of the ore roof in the panel area does not exceed 14 m,the hydrau-lic radius of the ore is less than 6.9 m.At this time,the stope is in a stable state and does not require support.

-877 m experimental stopeore-srock quality evaluationmathews stability diagram methodhydraulic radius

赵刚、张晓隆、刘强、刘春康、杜双成、陈毅刚、李浩

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中国有色集团抚顺红透山矿业有限公司,辽宁 抚顺 113321

北京科技大学土木与资源工程学院,北京 100083

-877m试验采场 矿岩质量评价 Mathews稳定图法 水力半径

2024

有色矿冶
辽宁省有色金属学会

有色矿冶

影响因子:0.251
ISSN:1007-967X
年,卷(期):2024.40(4)