深部非均匀岩体采动条件下三维应力场精确反演与时空演化机理研究
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1.四川蜀道矿业集团德阳昊华清平磷矿有限公司, 四川 德阳 618299 ;2.四川蜀道矿业集团德阳昊华清平磷矿有限公司研发中心, 四川 德阳 618202 ;3.四川省第二地质大队非金属矿产研究院, 四川 成都 611930 ;4.中化地质矿山总局地质研究院, 北京 100101 ;5.自然资源部矿区生态修复工程技术创新中心, 北京 100083

作者简介:

王浩(1972—),男,高级工程师,主要从事矿业工程、资产资源综合利用及矿山安全管理工作。

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TD322.4

基金项目:

“川西龙门山生态脆弱区深部磷矿低碳安全绿色开采关键技术及示范” (编号:HX-LMS-2023-001);“战略性中低品位磷矿资源绿色高效开发关键技术”(编号:HX-PZLX-2023-015);“难选磷矿低碳高效利用关键技术及产业链集成示范” (编号:HX-PNX-2023-008);“高地应力区深部磷矿开采岩爆孕育过程中应力迁移及微震活动性研究” (编号:HX-YBJH-2023-005);“深部磷矿开采突水机理与突水防治理论、关键技术及工程示范”(编号:HX-TSFZ-2023-012);“西南高地应力区磷矿深部开采岩体稳定性精细化识别与靶向调控技术集成”(编号:HX-WDX-2024-003)


Precise Inversion and Spatiotemporal Evolution Mechanisms of the Three-Dimensional Stress Field in Deep Heterogeneous Rock Masses under Mining-Induced Conditions
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    摘要:

    本文以地质构造复杂的川西清平磷矿为工程背景,针对深部非均匀岩体,开展了采动条件下三维地应力场精确反演与时空演化机理的系统研究。 本研究综合运用水压致裂现场实测、理论分析与数值模拟方法,首先基于三个近正交钻孔的实测数据,引入 Tikhonov 正则化算法改进了传统最小二乘法,构建了高精度的三维地应力张量反演模型,有效克服了反演过程的病态问题;进而,以反演获得的真实地应力场为初始条件,通过弹性力学理论解析与数值模拟,揭示了巷道开挖过程中围岩应力场、位移场及塑性区的动态演化规律,并基于切向应力准则对岩爆风险进行了定量评估。 研究结果表明:矿区地应力场以近水平的 NWW-SEE 向(N40°W ~ N50°W)构造应力为主导,最大主应力达 26. 45 ~ 33. 64 MPa,应力比(σ1 / σ3 )为 1. 6 ~ 2. 0,具备典型的逆断层型应力结构特征;采动扰动导致巷道围岩出现显著的应力重分布,巷帮中部切向应力集中系数达2. 0 ~ 2. 5,岩爆风险指标 η 为 0. 47 ~ 0. 49,评价两中段均存在轻微岩爆风险,塑性区范围扩展至巷道半径的 1. 8 ~ 2. 2 倍。 本研究构建的“地质原型-现场实测-理论反演-时空预测”系统方法,实现了对深部地应力场从静态表征到动态演化全过程的分析,研究成果可为深部矿山工程的优化设计与灾害防控提供关键的科学依据和理论支撑。

    Abstract:

    This study takes the geologically complex Qingping Phosphorite Mine in western Sichuan as its engineering context and conducts systematic research on the precise inversion of the three-dimensional stress field and its spatiotemporal evolution mechanisms in deep heterogeneous rock masses under mining-induced conditions. Integrating field measurements via hydraulic fracturing, theoretical analysis, and numerical simulation, this research first employs data from three nearly orthogonal boreholes and introduces a Tikhonov regularization algorithm to improve the traditional least squares method, constructing a high-precision inversion model for the three-dimensional stress tensor that effectively overcomes the ill-posed nature of the inversion process. Subsequently, using the inverted in-situ stress field as the initial condition, the dynamic evolution patterns of the surrounding rock stress field, displacement field, and plastic zone during roadway excavation are revealed through theoretical elastic mechanics analysis and numerical simulation, while a quantitative assessment of rockburst risk is performed based on the tangential stress criterion. The results indicate that the mine’s stress field is dominated by near-horizontal NWW-SEE (N40° W ~ N50° W) tectonic stress, with the maximum principal stress reaching 26. 45 ~ 33. 64 MPa and a stress ratio (σ1 / σ3 ) of 1. 6 ~ 2. 0, exhibiting characteristics typical of a reverse fault stress regime. Mininginduced disturbances lead to significant stress redistribution in the surrounding rock, with a tangential stress concentration factor of 2. 0-2. 5 at the mid-height of the roadway ribs. The rockburst risk index (σθmax / σc) is 0. 47 ~ 0. 49, indicating a slight rockburst risk in both mining sections, and the plastic zone extends to 1. 8 ~ 2. 2 times the roadway radius. The systematic methodology of “geological prototype-field measurement-theoretical inversion-spatiotemporal prediction” established in this study enables a comprehensive analysis from static characterization to dynamic evolution of the deep stress field. The research outcomes provide critical scientific evidence and theoretical support for the optimized design and hazard prevention in deep mining engineering.

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姚毅, 王浩, 何良, 等. 深部非均匀岩体采动条件下三维应力场精确反演与时空演化机理研究[ J]. 中国矿山工程,2025,54(6): 53 - 60 + 75.

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  • 在线发布日期: 2026-03-11
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