杜赓, 冯子军, 徐晓鹏, 董文强. 高温三轴作用下无烟煤的物理特征研究[J]. 煤矿安全, 2022, 53(11): 1-6.
    引用本文: 杜赓, 冯子军, 徐晓鹏, 董文强. 高温三轴作用下无烟煤的物理特征研究[J]. 煤矿安全, 2022, 53(11): 1-6.
    DU Geng, FENG Zijun, XU Xiaopeng, DONG Wenqiang. Study on physical characteristics of anthracite under high temperature triaxial action[J]. Safety in Coal Mines, 2022, 53(11): 1-6.
    Citation: DU Geng, FENG Zijun, XU Xiaopeng, DONG Wenqiang. Study on physical characteristics of anthracite under high temperature triaxial action[J]. Safety in Coal Mines, 2022, 53(11): 1-6.

    高温三轴作用下无烟煤的物理特征研究

    Study on physical characteristics of anthracite under high temperature triaxial action

    • 摘要: 的重要因素。采用太原理工大学原位改性采矿教育部重点实验室自主研发的伺服实验装置,研究了无烟煤在10 MPa静水压力,不同温度条件下的应力应变曲线;温度为300 ℃,不同静水压力条件下的应力应变曲线;以及无烟煤在升温500 ℃然后缓慢降温至300 ℃,不同静水压力条件下的应力应变曲线。结果表明:无烟煤在升温的过程中,不同静水压力条件下,表现出来的热膨胀规律不同,所处的静水压力越大,热变形越小;随着温度的增加,无烟煤的弹性模量以及峰值强度都会相应地减小;围压对无烟煤的强度起增强作用,具体表现在,随着静水压力的增加,无烟煤的弹性模量和峰值强度都增大;高温对无烟煤的弱化作用是不可逆的,具体表现为,无烟煤直接升温至300 ℃情况下,与无烟煤在升高500 ℃然后降至300 ℃情况下,两者的黏聚力和内摩擦角都不相同。通过正交试验的手段,拟合出15 MPa、300 ℃以内的无烟煤的弹性模量随围压和温度的函数。

       

      Abstract: During and after the in-situ mining of anthracite coalbed methane, the influence of temperature on anthracite coal has become an important factor in judging whether a project can be implemented. In this paper, the stress-strain curves of anthracite at 10 MPa hydrostatic pressure and different temperatures, stress-strain curves at 300 ℃ and different hydrostatic pressures, the stress-strain curves of anthracite under different hydrostatic pressures under temperature rise of 500 ℃ and then slow cooling to 300 ℃, were studied by using the servo experiment device independently developed by the Key Laboratory of In-situ Modified Mining of Ministry of Education, Taiyuan University of Technology. The results show that during the process of heating up, anthracite exhibits different thermal expansion laws under different hydrostatic pressure conditions. The greater the hydrostatic pressure, the smaller the thermal deformation; as the temperature increases, the elastic modulus and peak strength of anthracite will decrease accordingly; the confining pressure will enhance the strength of anthracite, which is specifically expressed in that with the increase of hydrostatic pressure, the elastic modulus and peak strength of anthracite will increase; the weakening effect of high temperature on anthracite is irreversible. The performance is that when anthracite is directly heated to 300 °C, the cohesion and internal friction angle of the two are different from that of anthracite when the temperature is raised 500 °C and then lowered to 300 °C. This paper uses orthogonal experiments to fit the elastic modulus of anthracite within 15 MPa and 300 ℃ as a function of confining pressure and temperature.

       

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