ISSN 1000-3665 CN 11-2202/P

    滇东北毛坪铅锌矿深部地应力特征与围岩采动损伤效应

    Characteristics of deep ground stress and surrounding rock mining damage effect in Maoping lead-zinc mine, Northeastern Yunnan, China

    • 摘要: 针对滇东北毛坪铅锌矿深部复杂地质条件下高地压以及强烈开采扰动造成的动力灾害风险高、围岩损伤机制复杂等问题,采用水压致裂地应力实测和数值模拟相结合的方法,分析了矿区深部地应力的分布特征以及深部开采围岩的采动损伤效应。地应力实测、数值模拟与现场调查结果表明:(1)毛坪铅锌矿深度737~1 517 m范围的最大水平主应力为22.24~48.48 MPa,最小水平主应力为13.79~37.01 MPa,垂直应力为18.77~41.93 MPa,最大主应力方向为297.4°~309.1°。此外,钻孔获取的深部岩芯伴有饼化现象,表明研究区具有较强的水平构造应力作用。(2)围岩采动塑性损伤范围在毛坪铅锌矿东侧矿区300~0 m标高为25~36 m,西侧矿区600~300 m标高为15~27 m,且随深度呈线性增加,围岩塑性损伤以剪切和拉伸破坏为主。(3)根据毛坪铅锌矿巷道变形破坏特征,划分了应力控制型、岩体结构控制型和应力-结构复合控制型3个主类和8个亚类,进一步提出了16种典型破坏模式,并分析了其发生条件和破坏机制。研究结果对于滇东北铅锌矿集区深部开采动力灾害防控、围岩控制、隔水岩柱预留等具有重要的参考价值。

       

      Abstract: Deep mining under high in-situ stress and intense mining-induced disturbance can trigger severe surrounding-rock damage and dynamic disasters, particularly under complex geological conditions. This study investigates the deep stress distribution and mining-induced damage mechanisms of the Maoping lead-zinc mine in northeastern Yunnan Province, China Hydraulic fracturing stress measurement, numerical simulation, and field investigation were adopted to analyze the distribution characteristics of the deep stress in the mining area and the damage characteristics of the surrounding rock during deep mining. The maximum horizontal principal stress σhmax, minimum horizontal principal stress σhmin, and vertical stress σv of the Maoping lead-zinc mine at depths ranging from 737 m to 1 517 m are 22.24 MPa to 48.48 MPa, 13.79 MPa to 37.01 MPa, and 18.77 MPa to 41.93 MPa, respectively. The azimuth of the maximum principal stress direction θ ranges from 297.4° to 309.1°. In addition, the deep core obtained from drilling is accompanied by the phenomenon of pancake formation, indicating that the study area has strong horizontal tectonic stress. The range of surrounding rock plastic damage caused by mining is 25~36 m at an elevation of 300~0 m in the eastern mining area of the Maoping lead-zinc mine, and 15~27 m at an elevation of 600~300 m in the western mining area. The range of plastic damage caused by mining increases linearly with depth and is mainly characterized by shear and tensile failure. Based on the deformation and failure characteristics of the Maoping lead-zinc mine roadway, it is divided into three main categories and eight subcategories: stress control type, rock structure control type, and stress-structure composite control type. Furthermore, 16 typical failure modes are proposed, and their occurrence conditions and failure mechanisms are analyzed. This study provides a scientific basis for dynamic disaster prevention, surrounding rock control, and reservation of waterproof rock columns in the deep mining of lead-zinc deposits in northeastern Yunnan Province, China.

       

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