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地面振动诱发深部煤矿地下水流失的解析预测

Analytical prediction of groundwater loss in deep coal mines induced by ground vibration.

作者信息

Fogang Pieride Mabe, Huo Bingjie, Mboyo Hervé Losaladjome, Hai Rong, Zhang Songtao, Djouonkep Lesly Dasilva Wandji, Bisso Dieudonné

机构信息

School of Mining, Liaoning Technical University, Fuxin, 123000, China.

Department of Civil Engineering, National Advanced School of Public Works, Yaoundé, 510, Cameroon.

出版信息

Sci Rep. 2025 Jul 22;15(1):26578. doi: 10.1038/s41598-025-05970-6.

Abstract

Deep coal mining induces geomechanical perturbations that threaten aquifer integrity. This study develops an analytical model coupling Fourier's heat conduction and Cauchy's momentum equations to predict groundwater depletion under dynamic stress from vibrations (0-6 MPa). Laboratory tests on Datong Mine samples (coal seam No. 12) yielded baseline parameters, including soil cohesion (C = 1.0 MPa) and Poisson ratio (ν = 0.35). The simulation uses an effective elastic modulus (E = 12.5 GPa) to represent the fractured coal-rock mass under vibrational loading. Results show vibration-induced fractures increase permeability by 15-25% initially, but subsequent compaction reduces it by 60%, with peak vertical displacements of 0.18 m. Vibrational loads exceeding a critical stress magnitude of 6 MPa exacerbate hydraulic conductivity variations, altering pore pressure distributions and threatening aquifer integrity. The model, validated via ABAQUS simulations, provides a scalable tool for mitigating water loss in mining environments. This research highlights the criticality of harmonizing geomechanical simulations with hydrogeological assessments to advance groundwater management strategies. The proposed analytical solution offers a scalable solution for mitigating environmental and operational risks across diverse mining geologies, ensuring resource sustainability and operational resilience against geohydrological instabilities.

摘要

深部煤矿开采会引发地质力学扰动,威胁含水层的完整性。本研究建立了一个将傅里叶热传导方程和柯西动量方程耦合的分析模型,以预测振动(0 - 6兆帕)动态应力作用下的地下水枯竭情况。对大同煤矿样本(12号煤层)进行的实验室测试得出了包括土壤内聚力(C = 1.0兆帕)和泊松比(ν = 0.35)在内的基线参数。模拟使用有效弹性模量(E = 12.5吉帕)来表示振动载荷作用下的破碎煤岩体。结果表明,振动引发的裂缝最初会使渗透率提高15% - 25%,但随后的压实作用会使其降低60%,垂直峰值位移为0.18米。超过6兆帕临界应力大小的振动载荷会加剧水力传导率变化,改变孔隙压力分布并威胁含水层的完整性。该模型通过ABAQUS模拟得到验证,为减少采矿环境中的水分流失提供了一个可扩展的工具。本研究强调了将地质力学模拟与水文地质评估相协调以推进地下水管理策略的重要性。所提出的解析解为减轻不同采矿地质条件下的环境和运营风险提供了一个可扩展的解决方案,确保了资源可持续性以及应对水文地质不稳定的运营恢复力。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/944f/12284197/092168bcc070/41598_2025_5970_Fig1_HTML.jpg

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