张银行,罗吉安,何俊,等. 高温循环加卸载作用下砂岩力学性能弱化及超声规律研究[J]. 煤矿安全,2023,54(10):138−145. doi: 10.13347/j.cnki.mkaq.2023.10.018
    引用本文: 张银行,罗吉安,何俊,等. 高温循环加卸载作用下砂岩力学性能弱化及超声规律研究[J]. 煤矿安全,2023,54(10):138−145. doi: 10.13347/j.cnki.mkaq.2023.10.018
    ZHANG Yinhang, LUO Ji’an, HE Jun, et al. Study on weakening of mechanical properties and ultrasonic law of sandstone under high temperature cycle loading and unloading[J]. Safety in Coal Mines, 2023, 54(10): 138−145. doi: 10.13347/j.cnki.mkaq.2023.10.018
    Citation: ZHANG Yinhang, LUO Ji’an, HE Jun, et al. Study on weakening of mechanical properties and ultrasonic law of sandstone under high temperature cycle loading and unloading[J]. Safety in Coal Mines, 2023, 54(10): 138−145. doi: 10.13347/j.cnki.mkaq.2023.10.018

    高温循环加卸载作用下砂岩力学性能弱化及超声规律研究

    Study on weakening of mechanical properties and ultrasonic law of sandstone under high temperature cycle loading and unloading

    • 摘要: 为探索煤层气顶部岩石在高温与循环加卸载后力学性质弱化的规律,采用DDL-200单轴电子试验机对岩石进行分级循环加卸载试验,分析了力学参数、波速传播等弱化规律。结果表明:在25~400 ℃不同应变增量较小,形态破坏为劈裂破坏且内部损伤不均匀,纵波波速传播快;在400 ℃后应变增量大,破坏形态主要为剪切破坏,内部碎屑增多孔隙变大,岩石外层断裂面多而不规则,纵波波速慢;软化系数在加载期,同循环下随温度升高而减小,同温下随循环增多而变大,劣化度在加载期,同循环下随温度升高而降低,同温下随循环增加先变大后减小;在卸载期,软化系数与劣化度都随同循环(或同温下)升高而增大。

       

      Abstract: In order to explore the weakening law of mechanical properties of rocks on the top of coalbed methane under high temperature and cyclic loading and unloading, a DDL-200 uniaxial electronic testing machine was used to conduct graded cyclic loading and unloading tests on the rocks, and the weakening laws of mechanical parameters, sound velocity propagation were analyzed. The results show that: at 25-400 ℃, the strain increment is small, the morphological failure is splitting failure, and the internal damage is uneven, and the longitudinal wave velocity propagates quickly; after 400 ℃, the strain increment is large, and the main failure mode is shear failure. The internal debris increases and the pores become larger, the outer layer of the rock has many and irregular fracture surfaces, and the longitudinal wave velocity is slow; during the loading period, the softening coefficient decreases with increasing temperature under the same cycle, and increases with increasing cycle under the same temperature. The degree of deterioration decreases with increasing temperature under the same cycle, and first increases and then decreases with increasing cycle under the same temperature; during the unloading period, the softening coefficient and degradation degree both increase with the increase of the same cycle (or temperature). The research results will provide reference for the stability of the upper rock mass of coal seams during gas mining and the exploration of rocks under complex stress conditions.

       

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