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进路间距对采场围岩力学行为和变形的影响

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增加无底柱分段崩落法进路间距,有利于增加一次崩矿量和改善放矿效果.基于某矿山无底柱分段崩落法的结构参数优化方案,采用数值模拟方法,研究了该矿5种进路间距下的进路围岩应力分布特征、位移变化和塑性区分布规律,分析了进路间距变化对围岩稳定性的影响.结果表明:(1)不同进路间距下,进路顶板与两侧帮围岩的最大主应力表现出进路间距越大主应力值越小的特征,但随围岩深度的变化,最大主应力表现出不同的变化态势;(2)顶板和侧帮围岩的最小主应力呈现出先增加后趋于平稳的变化趋势,主应力的最大值主要分布于进路侧帮4~10 m范围内,进路间距越小,相邻进路的相互影响引起了应力叠加,易发生张拉破坏,间距越大,最小主应力的值越小;(3)顶板和侧帮围岩的位移量呈现出"中间大、两端小"的变化规律,增加进路间距对顶板围岩的位移区域及范围影响较大,但有利于降低相邻进路间的相互影响程度和保持进路围岩的整体稳定性;(4)进路围岩塑性区以剪切塑性区为主,主要分布在进路四周2 m范围内,进路间距变化对塑性区扩展影响不大.
Influence of Drift Spacing on Mechanical Behavior and Deformation of Surrounding Rocks in Stope
Increasing the drift spacing of non-pillar sublevel caving method is beneficial to increase the ore amount of primary caving and improve the ore drawing effect.Based on the optimization scheme of the structural parameters of non-pillar sublevel caving method in a certain mine,the stress distribution characteristics,displacement variation and plastic zone distribution laws of the surrounding rocks of the drift were studied with the numerical simulation method under 5 kinds of drift spacing,and the influence of drift spacing variation on the stability of the surrounding rocks was analyzed.The results are concluded as follows.Firstly,under different drift spacing,the maximum principal stress in the surrounding rocks of roof and both sides of the drift show the characteristic that the greater the drift spacing,the smaller the principal stress value.However,as the depth of the surrounding rocks changes,the maximum principal stress shows different changing trends.Secondly,the minimum principal stress of the surrounding rocks of the roof and the sides increases first and then tends to be stable.The maximum principal stress is mainly distributed in the 4-10 m range of the side surrounding rocks of the drift.The smaller the drift spacing,the mutual influence of the adjacent drifts causes stress superposition,which is easy to cause tension failure.The larger the spacing,the smaller the minimum principal stress.Thirdly,the displacement in the surrounding rocks of the roof and the sides presents a change law of"large in the middle and small at both ends".Increasing the drift spacing has a great influence on the displacement distribution area and range of the roof surrounding rocks,but it is beneficial to reduce the mutual influence between adjacent drifts and maintain the overall stability of the drift surrounding rocks.Finally,the plastic zones of drift surrounding rocks are mainly shear plastic zone,which are mainly distributed within 2 m around the drift,and the change of drift spacing has little influence on the expansion of the plastic zone.

Non-pillar sublevel caving methodDrift spacingStress distributionDisplacementPlastic zone distribution

王浩东、路增祥、曹朋、马强英

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辽宁科技大学矿业工程学院,辽宁鞍山市 114051

无底柱分段崩落法 进路间距 应力分布 位移 塑性区分布

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(3)
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