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现代矿业 ›› 2026, Vol. 42 ›› Issue (08): 210-215.

• 实用技术 • 上一篇    下一篇

水-力耦合作用下急倾斜顶煤损伤演化与预裂效果研究

鲁子冬1,2 庄淑娜1,2   

  1. 1. 云南能源职业技术学院资源与环境工程学院; 2. 云南省教育厅西南复杂煤层绿色智能开采与多源灾害协同防控工程研究中心
  • 出版日期:2026-08-25 发布日期:2026-08-21

Study on Damage Evolution and Pre-splitting Effect of Steeply Inclined Top Coal under Water-Force Coupling

LU Zidong1,2 ZHUANG Shuna1,2   

  1. 1. School of Resources and Environmental Engineering,Yunnan Vocational Institute of Energy Technolo⁃ gy;2. Engineering Research Center for Green and Intelligent Mining of Complex Coal Seams in Southwest China and Collaborative Prevention and Control of Multi-Source Disasters,Yunnan Provincial Department of Education
  • Online:2026-08-25 Published:2026-08-21

摘要: 针对乌东煤矿北采区急倾斜厚煤层顶煤崩落性差、放顶困难及冲击地压频发等问 题,在分析地质赋存条件的基础上,系统研究了水-力耦合作用下顶煤的力学退化特征、应力场演 化规律及预裂效果。通过单轴压缩试验,获得自然含水状态下煤体的单轴抗压强度、弹性模量和 泊松比,分别为 13.59 MPa、1.324 GPa 和 0.328,饱水状态下对应值为 11.22 MPa、1.122 GPa 和 0.383; 水作用使煤体抗压强度和弹性模量分别降低 17.4% 和 15.3%,泊松比增大 16.8%。应力-应变曲线 表明,自然含水煤样以拉伸-剪切复合破坏为主,饱水煤样呈 X 形共轭剪切劈裂破坏,裂隙连通性 与破碎程度显著提高。基于 FLAC3D建立 600 m×350 m×96 m 三维数值模型,结果表明,注水后 45# 煤 层最大压应力由 8.47 MPa 降至 7.22 MPa,降幅约 14.8%,局部应力梯度减缓,高应力向邻近完整煤 体及深部区域迁移。依据有效应力原理、Mohr-Coulomb 强度准则、煤样水致弱化特征及现场施工 安全边界,建议注水压力控制在 10~15 MPa,以促进原生裂隙张开与剪切滑移,并为后续爆破裂隙 扩展提供低阻通道。研究结果可为急倾斜厚煤层顶煤预裂及安全高效综放开采提供理论依据。

关键词: 急倾斜厚煤层, 水-力耦合, 顶煤预裂, 单轴压缩试验, 数值模拟, 注水压力

Abstract: Aiming at the problems of poor caving,difficult caving and frequent rock burst of top coal in steeply inclined thick coal seam in north mining area of Wudong Coal Mine,based on the analysis of geological occurrence conditions,the mechanical degradation characteristics,stress field evolution law and pre-splitting effect of top coal under water-force coupling are systematically studied. Through uniaxial compression test,the uniaxial compressive strength,elastic modulus and poisson 's ratio of coal under nat⁃ ural water-bearing state are 13.59 MPa,1.324 GPa and 0.328 respectively,and the corresponding values under saturated state are 11.22 MPa,1.122 GPa and 0.383 respectively. The water action reduces the com⁃ pressive strength and elastic modulus of coal by 17.4% and 15.3%,respectively,and the Poisson 's ratio increases by 16.8%. The stress-strain curve shows that the natural water-bearing coal sample is dominated by tensile-shear composite failure,and the saturated coal sample is X-shaped conjugate shear splitting failure,and the fracture connectivity and fragmentation degree are significantly improved. Based on FLAC3D ,a three-dimensional numerical model of 600 m×350 m×96 m is established. The results showed that the maximum compressive stress of 45# coal seam decreased from 8.47 MPa to 7.22 MPa after water in⁃ jection,with a decrease of about 14.8%. The local stress gradient slowed down,and the high stress migrat⁃ ed to the adjacent complete coal body and deep area. Based on the effective stress principle,Mohr-Cou⁃ lomb strength criterion,water-induced weakening characteristics of coal samples and the safety boundary of on-site construction,it is suggested that the water injection pressure should be controlled at 10~15 MPa to promote the opening and shear slip of primary fractures and provide low-resistance channels for subse⁃ quent blasting fracture expansion. The research results can provide theoretical basis for top coal pre-split⁃ ting and safe and efficient fully mechanized caving mining in steeply inclined thick coal seam.

Key words: steeply inclined thick coal seam, water-force coupling, pre-splitting of top coal, uniaxial compression test, numerical simulation, water injection pressure