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含瓦斯煤岩构造界面剪切-渗流耦合试验方法及教学设计实践

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富含瓦斯的煤系断层/裂缝等地质构造界面结构在自然界煤岩体中广泛存在,含瓦斯煤岩构造界面剪切渗流耦合作用机制与煤系构造区域瓦斯动力灾害密切相关。基于此,该文介绍了含瓦斯煤岩构造界面剪切渗流耦合系统试验方法,重点分析了煤岩试样滑动界面的剪切力学特征,以及界面物理结构特征演化和高度表征方法。结果表明:煤岩界面剪切力学响应由煤层构造界面凸体承担,界面凸体强度越高峰值剪切强度越大,同时黏滑应力降增大但相应黏滑事件频率降低;其他条件一定时,增大法向应力使得煤岩构造界面剪切强度增大,能够积累更多的应变能,在剪切过程内黏滑次数更少,但是在达到阈值破裂失稳时会产生更大的应力降,释放更多能量。该研究成果可对探究含瓦斯煤岩界面剪切力学特性以及阐明含瓦斯煤岩构造界面动力失稳诱发灾害提供理论指导;同时该文将科研成果反哺教学,基于"试验系统—试验方法—结果分析—物理表征"相结合的方法,把科研理论和现场技术难题相结合,为产学研融合以及科研-教学协同提升提供相应的探索。
Experimental method and teaching design practice of shear-seepage coupling at the interface of gas-bearing coal-rock structure
[Objective]Faults and fractures are prevalent in coal seams and create zones that exhibit stress and gas anomalies and have a natural tendency toward instability owing to their"interface"physical structure characteristics.Geological structural zones become disaster-prone areas in coal mining.Shear slippage and gas flow at these structural interfaces during mining disturbances may play a dominant role in triggering coal and gas outbursts.Understanding the shear-seepage coupling characteristics at these interfaces is crucial for elucidating the mechanisms behind gas outbursts and for ensuring safe coal mining operations.[Methods]This study addresses frequent gas disaster issues at coal seam structural interfaces by conducting experiments on shear-seepage coupling systems involving gas-bearing coal-rock samples.This study primarily analyzed the shear mechanics of the coal-rock sample interfaces and the gas flow patterns.Using scanning electron microscopy and interface surface profile testing,the evolution of the physical structure characteristics during slippage was examined.A novel method for characterizing interface height was proposed to analyze the correlation between microscopic structural features and macroscopic shear mechanics,thereby clarifying the mechanism of interface slippage instability affecting coal and gas outbursts.[Results]The shear mechanical response at the coal-rock interface was primarily supported by the protuberances on the shear surface.During the shearing process,these protuberances undergo elastic deformation,shear wear destruction,and debris filling.At peak shear strength,protuberances experience substantial shear failure,resulting in a post-peak stress drop.Subsequent shear slippage processes lead to continuous local deformation and fracture of these protuberances,causing localized deformation damage on the shear surface and overall stick-slip instability.The study found that the peak stress drop and stick-slip stress drop increase with higher normal stress,while the frequency of stick-slip events decreases as normal stress increases.Stick-slip stress drops represent single self-locking failures of faults,reflecting the energy release process during each instability event.Increasing the normal stress enhances fault shear strength,allowing more strain energy accumulation and strengthening the self-locking ability of the structural interface.Inconsequently,fewer stick-slip events occur during shearing,but larger stress drops release more energy when rupture instability thresholds are reached.Microscale analysis of the fault shear surface texture revealed that higher normal stresses lead to more pronounced damage to the protuberances on the shear surface,resulting in lower post-shear protuberance heights and a more uniform distribution.The greater extent of damage under high normal stresses means that the shear surface bears greater shear stress and releases more energy,leading to fewer stick-slip events but larger stick-slip stress drops.This dynamic illustrates the critical balance between fault-locking capacity,energy accumulation,and release during geological disturbances.[Conclusions]The results showed that the shear mechanical response at coal-rock interfaces is primarily supported by protuberances on the shear surfaces.Higher peak strengths of these protuberances correspond to greater peak shear strengths and more substantial stick-slip stress drops,although the frequency of stick-slip events decreases.Under controlled conditions,increasing normal stress enhances the shear strength of the weak-plane structural interfaces in the coal-rock allowing more strain energy to accumulate.During shearing,fewer stick-slip events occur,however,when the threshold for rupture instability is reached,a significant stress drop occurs,releasing considerable energy.The findings provide theoretical guidance for exploring the shear mechanics of gas-bearing coal-rock interfaces.They offer insights into the mechanisms behind dynamic instability-induced disasters at these interfaces.This paper combines experimental systems,methods,result analysis,and physical characterization to bridge the gap between research theories and practical technical challenges.By addressing these aspects through experimental content,the study significantly contributes to the integration of industry,academia,and research.Moreover,it enhances the collaboration between research and teaching.

structural interfacegasshear-seepage couplinggas power disaster

胡嘉英、邹光华、徐祚卉、陈学习、杨涛、师皓宇、周爱桃

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华北科技学院 矿山安全学院,河北 三河 0652011

华北科技学院 安全工程学院,河北 三河 065201

中国矿业大学(北京)应急管理与安全工程学院,北京 100083

构造界面 瓦斯 剪切-渗流耦合 瓦斯动力灾害

河北省青年科学基金项目中央高校基本科研业务费资助

E20245080143142024011

2024

实验技术与管理
清华大学

实验技术与管理

CSTPCD北大核心
影响因子:1.651
ISSN:1002-4956
年,卷(期):2024.41(9)