Experimental Study on Permeability Evolution of Bituminous Coal Under High Temperature and Volumetric Stress

被引:6
|
作者
Shi, Jianhang [1 ]
Feng, Zengchao [1 ]
Zhou, Dong [1 ,2 ]
Li, Xuecheng [1 ]
Meng, Qiaorong [3 ]
机构
[1] Taiyuan Univ Technol, Key Lab Insitu Property Improving Min, Minist Educ, Taiyuan 030024, Peoples R China
[2] Taiyuan Univ Technol, Coll Safety & Emergency Management Engn, Taiyuan 030024, Peoples R China
[3] Taiyuan Univ Technol, Coll Min Engn, Taiyuan 030024, Peoples R China
基金
中国国家自然科学基金;
关键词
Bituminous coal; Pyrolysis; Permeability; Pore pressure; High temperature; Microstructure; OIL-SHALE; ANISOTROPIC PERMEABILITY; PORE STRUCTURE; PYROLYSIS; LIGNITE; PRESSURE; FLOW;
D O I
10.1007/s00603-023-03331-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Studies on coal permeability at high temperatures (> 300 celcius) under the thermo-hydro-mechanical-chemical (THMC) coupling effect are few and their conclusions are divergent. Herein, the influence of different volumetric stresses (12, 24, and 36 MPa) on bituminous coal permeability is discussed. Moreover, the permeability evolution law of bituminous coal under different pore pressures (0.2-0.8 MPa) and temperatures (300 celcius-600 celcius) are studied using a self-made triaxial test machine with the THMC coupling effect. The experimental findings and micro-computed tomography (micro-CT) test results of coal samples under different temperatures in situ are reported. The obtained results show that (1) bituminous coal permeability underwent a negative logarithmic change with pore pressure (0.2-0.8 MPa) at different temperatures because of gas adsorption-expansion, gas slippage, and shear deformation. (2) Bituminous coal permeability varied with temperature in stages; this result differs from traditional research results. At 300 celcius-450 celcius, the permeability continuously decreased and slightly increased at 450 celcius-600 celcius; however, it was still lower than that at 300 celcius. The micro-CT results show consistent porosity evolution with permeability. (3) At 300 celcius-450 celcius, the permeability attenuation of bituminous coal mainly resulted from coal softening deformation. The continuous increase in the coefficient of linear thermal expansion increased the permeability decay rate. With the increasing temperature from 450 celcius to 600 celcius, the accelerated pyrolysis of the coal sample enhanced the permeability, the coefficient of linear thermal expansion exhibited a negative correlation with temperature, and the inhibition effect of coal compression on permeability was weakened, slightly increasing the permeability at this stage. However, the continuous compression accumulation effect of stress still played a principal role, inducing low permeability. (4) Under the same temperature and pore pressure, the correlation between the permeability and volumetric stress of the coal samples decreased exponentially.
引用
收藏
页码:5223 / 5239
页数:17
相关论文
共 50 条
  • [21] Experimental analysis of coal permeability evolution under cyclic loading
    Liu Y.
    Meitan Xuebao/Journal of the China Coal Society, 2019, 44 (08): : 2579 - 2588
  • [22] Experimental study on the permeability evolution mechanism of fractured coal-rock combination under ground stress and gas pressure
    Yulin Li
    YiXin Zhao
    Arabian Journal of Geosciences, 2024, 17 (12)
  • [23] Study on the Evolution Mechanism of Permeability and Porosity of Coal under Repeated Mining Stress Path
    Cui, Minrui
    Li, Jin
    Zhang, Hongjian
    Li, Wu
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2025, 25 (04)
  • [24] Stress sensitivity of medium- and high volatile bituminous coal: An experimental study based on nuclear magnetic resonance and permeability-porosity tests
    Li, Xin
    Fu, Xuehai
    Ranjith, P. G.
    Xu, Jiang
    JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2019, 172 : 889 - 910
  • [25] An Experimental Study of Effect of High Temperature on the Permeability Evolution and Failure Response of Granite Under Triaxial Compression
    Sheng-Qi Yang
    Wen-Ling Tian
    Derek Elsworth
    Jian-Guo Wang
    Li-Feng Fan
    Rock Mechanics and Rock Engineering, 2020, 53 : 4403 - 4427
  • [26] An Experimental Study of Effect of High Temperature on the Permeability Evolution and Failure Response of Granite Under Triaxial Compression
    Yang, Sheng-Qi
    Tian, Wen-Ling
    Elsworth, Derek
    Wang, Jian-Guo
    Fan, Li-Feng
    ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (10) : 4403 - 4427
  • [27] Experimental study of the permeability evolution of fractured mudstone under complex stress paths
    Zhang Y.
    Yu T.-T.
    Zhang T.
    Liu S.-Y.
    Zhou J.-W.
    Gongcheng Kexue Xuebao/Chinese Journal of Engineering, 2021, 43 (07): : 903 - 914
  • [28] Permeability Evolution of Naturally Fractured Coal Injected with High-Temperature Nitrogen: Experimental Observations
    Wang, Shengcheng
    Li, Haijian
    Huang, Lanying
    PROCESSES, 2021, 9 (02) : 1 - 11
  • [29] Deformation and permeability evolution of coal during axial stress cyclic loading and unloading: An experimental study
    Wang, Kai
    Guo, Yangyang
    Xu, Hao
    Dong, Huzi
    Du, Feng
    Huang, Qiming
    GEOMECHANICS AND ENGINEERING, 2021, 24 (06) : 519 - 529
  • [30] Microstructure evolution in bituminous-coal pyrolysis under in situ and stress-free conditions: a comparative study
    Li, Zhenhua
    Wang, Wenqiang
    Shi, Jianhang
    Feng, Zengchao
    Du, Feng
    Wang, Guoying
    Zhou, Dong
    GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2024, 10 (01)