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深部双中段卸荷连续开采相似模拟试验研究

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为探究深部金属矿卸荷开采地压调控机制,确定合理的深部卸荷开采工艺技术方案,以金川二矿区1 000 m和850 m双中段同时开采为工程背景,结合矿山现状提出5种开采方案,基于相似准则建立相似物理模型,结合数字散斑测量及应力监测技术,对各开采方案进行了模拟试验,对比分析了各方案模拟开采过程的位移和应力演化规律.结果表明:(1)模型各中段覆岩沉降速率相对稳定,而开挖区域顶部岩层沉降幅度最大,对比分析方案Ⅰ至方案V的顶板沉降和上下盘位移,得出方案Ⅰ和方案Ⅴ总体表现均较优,且各有优势;(2)从岩层应力与位移方面来看,5个方案各有优势,而考虑上下盘位移稳定性与应力集中区域控制,方案V的位移控制与卸压效果最佳,尤其在三、四分段卸荷开采时位移变化小且稳定性好;(3)基于相似理论,通过材料配比试验确定相似材料模型,分析矿岩体及充填体物理特性,试验结果表明,方案V通过预先切割上下盘和增加卸荷巷道工程能有效控制采场上下盘、顶板和底板的应力及沉降,是最佳卸荷开采方案.
Similar Simulation Test Study of Unloading Continuous Mining in Deep Double Middle Sections
To explore the ground pressure control mechanism of unloading mining in deep metal mine and determine a reasonable deep unloading mining technology scheme,the simultaneous mining of level 1 000 m and level 850 m of Jinchuan No.2 mining area were taken as the engineering background,and five mining schemes were proposed according to the mine status.Similar physical models were established based on similarity criteria.Combining digital speckle measurement and stress monitoring technology,simulated tests were conducted on above mining schemes,and the evolution laws of displacement and stress in the simulated mining process of each scheme were compared and analyzed.The test results are concluded as follows.Firstly,the settlement rate of the overlying strata in each middle section of the model is relatively stable,while the settlement amplitude of the rock layer at the top of the excavation area is the largest.Comparing and analyzing the roof settlement and hanging wall and footwall displacement of Scheme Ⅰ to Scheme V,it is found that Scheme Ⅰ and Scheme Ⅴ have overall better performance and each has its own advantages.Secondly,from the perspective of rock stress and displacement,each of the five schemes has its own advantages.Considering the displacement stability of hanging wall and footwall and the control of stress concentration areas,Scheme V has the best displacement control and pressure relief effect,especially in the third and fourth section unloading mining where the displacement changes are small and the stability is good.Thirdly,based on the similarity theory,a similar material model is determined through material proportions tests to analyze the physical properties of the ore and filling bodies.The test results show that Scheme V,that is pre-cutting the hanging wall and footwall and adding unloading roadways,can effectively control the stress and settlement of the hanging wall and footwall,roof,and floor of the stope,and is the best unloading mining scheme.

Deep double middle sectionsUnloading miningSimilar simulation testDigital speckle systemStress monitoring

盛佳、万文、江飞飞、张海云、王远增

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湖南科技大学资源环境与安全工程学院,湖南湘潭市 411201

长沙矿山研究院有限责任公司金属矿山安全技术国家重点实验室,湖南长沙 410012

中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉 430071

深部双中段 卸荷开采 相似模拟试验 数字散斑系统 应力监测

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(12)