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Volume 46 Issue 2
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WANG Wei, CHEN Chaowei, LIU Shifan, CAO Yajun, DUAN Xuelei, NIE Wenjun. Experimental study on permeability and effective porosity of anisotropic layered phyllite[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 445-451. DOI: 10.11779/CJGE20230184
Citation: WANG Wei, CHEN Chaowei, LIU Shifan, CAO Yajun, DUAN Xuelei, NIE Wenjun. Experimental study on permeability and effective porosity of anisotropic layered phyllite[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 445-451. DOI: 10.11779/CJGE20230184
shu

Experimental study on permeability and effective porosity of anisotropic layered phyllite

  • 1.

    Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China

  • 2.

    Institute of Geotechnical Engineering, Hohai University, Nanjing 210024, China

  • 3.

    Sinohydro Bureau 6th Co., Ltd., Shenyang 110013, China

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  • Received Date: March 02, 2023
  • Available Online: September 21, 2023
    Graphical Abstract
    • Abstract
  • The experiments on gas permeability and effective porosity of layered phyllite specimens are conducted by using a rock automatic triaxial servo and gas permeability panel. Two stress paths of conventional triaxial compression and confining pressure cyclic loading and unloading are set up in the experiments. The evolution rules of gas permeability and effective porosity with bedding dip angle and deviatoric stress are studied, respectively. The results show that under the same confining pressure, the initial gas permeability k0 changes in a "W" shape with the increase of the bedding angle β, and reaches the maximum value at β=45°. During the confining pressure cyclic loading-unloading process, the gas permeability decreases with the loading of the confining pressure, then increases while unloading. The gas permeability detected during unloading is smaller than that during loading. An exponential relationship is observed between the effective porosity and the gas permeability of the layered phyllite. The gas permeability parallel to the bedding direction is much greater than that perpendicular to the bedding direction. The variation of the effective porosity and gas permeability with deviatoric stress undergoes initial consolidation stage linear elastic stage, and plastic deformation stage. With the increase of the deviatoric stress, the effective porosity and gas permeability of rock specimens decrease first, then keep stable, and finally increase rapidly, and reach the maximum when the slope of stress-strain curve is close to zero.
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    • References (19)
  • [1]
    段淑蕾, 李波波, 成巧耘, 等. 应力作用下含水煤岩渗透率及水膜动态演化机制[J]. 煤炭科学技术, 2023, 51(6): 91-100.

    DUAN Shulei, LI Bobo, CHENG Qiaoyun, et al. Dynamic evolution mechanism of water-bearing coal permeability and water film under stress[J]. Coal Science and Technology, 2023, 51(6): 91-100. (in Chinese)
    [2]
    付佳乐, 李波波, 高政, 等. 不同孔隙压力和围压下煤岩渗透及力学特性试验研究[J]. 煤炭科学技术, 2023, 51(8): 150-159.

    FU Jiale, LI Bobo, GAO Zheng, et al. Experimental study on permeability and mechanical properties of coal under different pore pressure and confining pressure[J]. Coal Science and Technology, 2023, 51(8): 150-159. (in Chinese)
    [3]
    蒋长宝, 余塘, 魏文辉, 等. 加卸载应力作用下煤岩渗透率演化模型研究[J]. 岩土力学, 2022, 43(增刊1): 13-22.

    JIANG Changbao, YU Tang, WEI Wenhui, et al. Permeability evolution model of coal under loading and unloading stresses[J]. Rock and Soil Mechanics, 2022, 43(S1): 13-22. (in Chinese)
    [4]
    蒲钰昕, 赵东, 蔡婷婷, 等. 不同煤岩组合渗透率的影响因素试验研究[J]. 矿业研究与开发, 2021, 41(12): 88-98.

    PU Yuxin, ZHAO Dong, CAI Tingting, et al. Experimental research on influence factors of permeability of different coal-rock combinations[J]. Mining Research and Development, 2021, 41(12): 88-98. (in Chinese)
    [5]
    周凤, 姜永东, 覃超, 等. 应力环境对煤岩吸附变形和渗透率的影响试验研究[J]. 煤矿安全, 2021, 52(10): 19-23, 29.

    ZHOU Feng, JIANG Yongdong, QIN Chao, et al. Experimental study on influence of stress environment on coal-rock adsorption deformation and permeability[J]. Safety in Coal Mines, 2021, 52(10): 19-23, 29. (in Chinese)
    [6]
    纪文栋, 杨春和, 刘伟, 等. 层状盐岩细观孔隙特性试验研究[J]. 岩石力学与工程学报, 2013, 32(10): 2036-2044.

    JI Wendong, YANG Chunhe, LIU Wei, et al. Experimental investigation on meso-pore structure properties of bedded salt rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(10): 2036-2044. (in Chinese)
    [7]
    包春燕, 唐春安, 唐世斌, 等. 单轴拉伸作用下层状岩石表面裂纹的形成模式及其机制研究[J]. 岩石力学与工程学报, 2013, 32(3): 474-482.

    BAO Chunyan, TANG Chunan, TANG Shibin, et al. Research on formation mode and mechanism of layered rock surface fractures under uniaxial tension load[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(3): 474-482. (in Chinese)
    [8]
    王伟, 徐卫亚, 王如宾, 等. 低渗透岩石三轴压缩过程中的渗透性研究[J]. 岩石力学与工程学报, 2015, 34(1): 40-47.

    WANG Wei, XU Weiya, WANG Rubin, et al. Permeability of dense rock under triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(1): 40-47. (in Chinese)
    [9]
    王伟, 张宽, 曹亚军, 等. 层状千枚岩各向异性力学特性与脆性评价研究[J]. 岩土力学, 2023, 44(4): 975-989.

    WANG Wei, ZHANG Kuan, CAO Yajun, et al. Anisotropic mechanical properties and brittleness evaluation of layered phyllite[J]. Rock and Soil Mechanics, 2023, 44(4): 975-989. (in Chinese)
    [10]
    WANG W, DUAN X L, JIA Y, et al. Damage evolution of sandstone based on acoustic emission under different seepage conditions[J]. European Journal of Environmental and Civil Engineering, 2023, 27(4): 1796-1812. doi: 10.1080/19648189.2022.2098178
    [11]
    WANG W, MEI S Y, CAO Y J, et al. Experimental study on property modification of jointed rocks subjected to chemical corrosion[J]. European Journal of Environmental and Civil Engineering, 2023, 27(6): 2313-2324. doi: 10.1080/19648189.2020.1752808
    [12]
    王环玲, 徐卫亚, 左婧, 等. 低渗透岩石渗透率与孔隙率演化规律的气渗试验研究[J]. 水利学报, 2015, 46(2): 208-216.

    WANG Huanling, XU Weiya, ZUO Jing, et al. Evolution law of the permeability and porosity for low-permeability rock based on gas permeability test[J]. Journal of Hydraulic Engineering, 2015, 46(2): 208-216. (in Chinese)
    [13]
    王环玲, 徐卫亚, 巢志明, 等. 致密岩石气体渗流滑脱效应试验研究[J]. 岩土工程学报, 2016, 38(5): 777-785. doi: 10.11779/CJGE201605002

    WANG Huanling, XU Weiya, CHAO Zhiming, et al. Experimental study on slippage effects of gas flow in compact rock[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 777-785. (in Chinese) doi: 10.11779/CJGE201605002
    [14]
    孔茜, 王环玲, 徐卫亚. 循环加卸载作用下砂岩孔隙度与渗透率演化规律试验研究[J]. 岩土工程学报, 2015, 37(10): 1893-1900. doi: 10.11779/CJGE201510018

    KONG Qian, WANG Huanling, XU Weiya. Experimental study on permeability and porosity evolution of sandstone under cyclic loading and unloading[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1893-1900. (in Chinese) doi: 10.11779/CJGE201510018
    [15]
    刘小刚, 张艺山, 于志方. 基于FLAC3D的层状岩石强度特征研究[J]. 矿冶工程, 2018, 38(6): 39-43, 47.

    LIU Xiaogang, ZHANG Yishan, YU Zhifang. Probe into strength characteristics of layered rock based on FLAC3D[J]. Mining and Metallurgical Engineering, 2018, 38(6): 39-43, 47. (in Chinese)
    [16]
    李军, 张杨, 胡大伟, 等. 花岗岩三轴循环加卸载条件下的气体渗透率[J]. 岩土力学, 2019, 40(2): 693-700.

    LI Jun, ZHANG Yang, HU Dawei, et al. Gas permeability of granite in triaxial cyclic loading/unloading tests[J]. Rock and Soil Mechanics, 2019, 40(2): 693-700. (in Chinese)
    [17]
    王俊光, 孙清林, 梁冰, 等. 渗透压循环加卸载作用下页岩渗透率演化规律研究[J]. 振动与冲击, 2021, 40(7): 253-259.

    WANG Junguang, SUN Qinglin, LIANG Bing, et al. Permeability evolution law of shale under cyclic loading and unloading of osmotic pressure[J]. Journal of Vibration and Shock, 2021, 40(7): 253-259. (in Chinese)
    [18]
    王欣. 致密岩石渗透特性的气渗试验研究[D]. 南京: 河海大学, 2013.

    WANG X. Experimental Study on Permeability of Tight Rock by Gas Permeation[D]. Nanjing: Hohai University, 2013. (in Chinese)
    [19]
    DOOLIN D M, MAULDON M. Fracture permeability normal to bedding in layered rock masses[J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38(2): 199-210. doi: 10.1016/S1365-1609(00)00056-3
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