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张慧梅, 夏浩峻, 张嘉凡, 杨更社, 袁超, 申艳军, 路亚妮. 长期浸润状态下煤岩损伤机制研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230229
引用本文: 张慧梅, 夏浩峻, 张嘉凡, 杨更社, 袁超, 申艳军, 路亚妮. 长期浸润状态下煤岩损伤机制研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230229
Damage evolution mechanism of coal rock under long-term soaking[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230229
Citation: Damage evolution mechanism of coal rock under long-term soaking[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230229

长期浸润状态下煤岩损伤机制研究

Damage evolution mechanism of coal rock under long-term soaking

  • 摘要: 富水状态下煤岩力学性能的持续劣化是导致煤矿水害的重要原因,为探究长期浸润作用下煤岩的渐进损伤特征,以神木地区弱黏煤为研究对象,首先以无压力水浸泡的方式模拟煤岩的长期浸润(15、30、60、120、240 天);然后对干燥及浸润试样进行渐进破坏试验,辅以声发射(AE)监测,定量分析煤岩的软化特性;最后利用扫描电镜(SEM)和核磁共振(NMR)研究不同浸润时长下煤岩孔隙结构的劣化规律。研究表明:①煤岩饱和度随浸润时长的增加而增加,增加速度先快后慢,最后达到稳定。②随饱和度的增加,煤岩力学性能劣化;饱和后,随浸润时长的持续增加,煤岩力学性能仍持续劣化,表现为:抗压强度、弹性模量的减小和累计振铃数的增加;③干燥处理后,原状煤岩表面干燥收缩,浸水后吸水膨胀,随着浸润时间的增加,小孔隙逐渐增多,孔隙结构趋于复杂。研究结果可为浸水煤岩失稳破坏问题提供有益参考。

     

    Abstract: The deterioration of the mechanical properties of water-rich coal rock is a predisposition to many mine geologic hazards. To explore the progressive damage characteristics of coal rock under long-term soaking, the weakly caking coals of the Shenmu region were selected as the research objects. Firstly, a long-term soaking test of coal rock was carried on without pressure for 15, 30, 60, 120, and 240 days. Then, uniaxial compression tests with acoustic emission (AE) monitoring were carried out on dry and soaked coal rock to analyze its water-softening characteristics. Finally, the evolution of pore structure of coal rock under different soaking durations was studied using scanning electron microscope (SEM) and nuclear magnetic resonance (NMR). The results showed that: 1) the water saturation of coal rock increased with the duration of soaking, and the increase rate was continuously decreased, and tended to a constant; 2) In the process of saturation, the mechanical properties of coal rock deteriorate, and the mechanical properties of saturated coal rock still deteriorate with the increase of soaking duration, manifested as the decrease of compressive strength and elastic modulus, and an increase in cumulative AE ringing numbers; 3) A surface shrink may occur after the drying process, and during the soaking test, the small pores of samples gradually increased, and the pore structure became more complex with the increase of soaking duration. The research results can provide useful prevention for the instability and failure of coal rock in water-rick conditions.

     

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