Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 40 Issue 9
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIU Xian-shan, WANG Ke, XU Ming. Permeability evolution of low-permeability reservoir sandstone considering hydraulic-mechanical-damage coupling effect during gradual fracturing process[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1584-1592. DOI: 10.11779/CJGE201809003
Citation: LIU Xian-shan, WANG Ke, XU Ming. Permeability evolution of low-permeability reservoir sandstone considering hydraulic-mechanical-damage coupling effect during gradual fracturing process[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1584-1592. DOI: 10.11779/CJGE201809003
shu

Permeability evolution of low-permeability reservoir sandstone considering hydraulic-mechanical-damage coupling effect during gradual fracturing process

  • 1. Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), Ministry of Education, Chongqing 400045, China;
    2. School of Civil Engineering, Chongqing University, Chongqing 400045, China

More Information
  • Received Date: June 01, 2017
  • Published Date: September 24, 2018
    Graphical Abstract
    • Abstract
  • The accurate assessment of the recovery ratio is significant for drawing up a rational development scheme, so it is significant to reveal the evolution mechanism of the rock permeability considering the progressive failure induced by the reservoir development. Taking the low-permeability reservoir sandstone as the case study, the variation of the rock cracks under different loading combinations is analyzed, and the correlation between the permeability rate and the cracks considering seepage-stress-damage coupling effect is also deeply investigated. According to the results, the permeability decreases at the first stage of loading due to the progressive compaction of the rock pores and small cracks. And then, the increasing hoopstrain results in a moderate increase of permeability due to the stable development of rock cracks, subsequently the increasing load induces the cracks to spread very fast so that the permeability quickly increases. Finally, the permeability gradually decreases because the relative sliding appears in the broken planes and the corresponding rock fragments block the original fluid channels. Based on the experiments, the characteristics of rock damage are analyzed using the theoretical methods, and the relation between the damage and the hoopstrain is described to derive the formula for the permeability and damage to explain the permeability variation. The evolution mechanism of the sandstone permeability is revealed clearly. The above achievements can be an important support for the development optimization and oil capacity prediction for the low-permeability reservoir, and they are also significant for the sustainable development of oil.
    • FullText(HTML)
    • References (19)
  • [1]
    王小江, 荣冠, 周创兵. 粗砂岩变形破坏过程中渗透性试验研究[J]. 岩石力学与工程学报, 2012, 31(增刊1): 2940-2947.
    (WANG Xiao-jiang, RONG Guan, ZHOU Chuang-bin.Permeability experimental studyofgritstone indeformation and failureprocesses[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(S1): 2940-2947. (in Chinese))
    [2]
    TAN X, KONIETZKY H, FRÜHWIRT T. Laboratory observation and numerical simulation of permeability evolution during progressive failure of brittle rocks[J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 68: 167-176.
    [3]
    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 Wei-ya, WANG Ru-bin, et al.Permeability of dense rock under triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(1): 40-47. (in Chinese))
    [4]
    俞缙, 李宏, 陈旭, 等. 渗透压-应力耦合作用下砂岩渗透率与变形关联性三轴试验研究[J]. 岩石力学与工程学报, 2013, 32(6): 1203-1213.
    (YU Jin, LI Hong, CHEN Xu, et al.Triaxial experimental study on sandstone of the permeability-strain relationship under coupling effects of seepage and stress[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(6): 1203-1213. (in Chinese))
    [5]
    YANG S Q, HUANG Y H, JIAO Y Y, et al.An experimental study on seepage behavior of sandstone material with different gas pressures[J]. Acta Mech Sin, 2015, 31(6): 837-844.
    [6]
    胡少华, 陈益峰, 周创兵. 北山花岗岩渗透特性试验研究与细观力学分析[J]. 岩石力学与工程学报, 2014, 33(11): 2200-2209.
    (HU Shao-hua, CHEN Yi-feng, ZHOU Chuang-bing.Laboratory test and mesomechanical analysis of permeability variation of Beishan granite[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(11): 2200-2209. (in Chinese))
    [7]
    陈亮, 王春萍, 刘健锋, 等. 压缩应力条件下花岗岩损伤演化特征及其对渗透性影响研究[J]. 岩石力学与工程学报, 2014, 33(2): 287-295.
    (CHEN Liang, WANG Chun-ping, LIU Jian-feng, et al.Investigation on evolution characteristics of granite under compressive stress condition and its impact on permeability[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(2): 287-295. (in Chinese))
    [8]
    王伟, 李雪浩, 胡大伟, 等. 脆性岩石三轴压缩渐裂过程中的渗透性演化规律研究[J]. 岩土力学, 2016(10): 2761-2768.
    (WANG Wei, LI Xue-hao, HU Da-wei, et al.Permeability evolution of brittle rock in progressive failure process under triaxial compression[J]. Rock and Soil Mechanics, 2016(10): 2761-2768. (in Chinese) )
    [9]
    俞缙, 李宏, 陈旭, 等. 砂岩卸围压变形过程中渗透特性与声发射试验研究[J]. 岩石力学与工程学报, 2014, 33(1): 69-79.
    (YU Jin, LI Hong, CHEN Xu, et al.Experimental study on permeability and acoustic emission characteristics of sandstone during processes of unloading confining pressure and deformation[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(1): 69-79. (in Chinese))
    [10]
    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.
    (KONG Qian, WANG Huang-ling, XU Wei-ya.Experimental investigation on relationship between porosity and permeability of sandstone under cyclic loading condition[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1893-1900. (in Chinese))
    [11]
    王伟, 徐卫亚, 郑志, 等. 不同应力路径下花岗片麻岩渗透特性的试验研究[J]. 岩石力学与工程学报, 2016, 35(2): 260-267.
    (WANG Wei, XU Wei-ya, ZHENG Zhi, et al.Experimental study of permeability properties of granitic gneiss under different stress paths[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(2): 260-267. (in Chinese))
    [12]
    张振华, 孙钱程, 李德忠, 等. 周期性渗透压作用下红砂岩渗透特性试验研究[J]. 岩土工程学报, 2015, 37(5): 937-943.
    (ZHANG Zhen-hua, SUN Qian-cheng, LI De-zhong, et al.Experimental study on permeability characteristics of red sandstone under cyclic seepage pressures[J]. Rock and Soil Mechanics, 2015, 37(5): 937-943. (in Chinese))
    [13]
    闵琪, 金贵孝, 荣春龙. 低渗透油气田研究与实践[M]. 北京: 石油工业出版社, 1998: 1-5.
    (MIN Qi, JIN Gui-xiao, RONG Chun-long.Studies and practices on low permeability oil and gas field[M]. Beijing: Petroleum Industry Press, 1998: 1-5. (in Chinese))
    [14]
    HEILAND J.Laboratory testing of coupled hydro-mechanical processes during rock deformation[J]. Hydrogeol Journal, 2003, 11(1): 122-141.
    [15]
    朱泽奇, 盛谦, 冷先伦, 等. 三峡花岗岩起裂机制研究[J]. 岩石力学与工程学报, 2007, 26(12): 2570-2575.
    (ZHU Ze-qi, SHENG Qian, LENG Xian-lun, et al.Study of crack initiation mechanism of three gorges granite[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(12): 2570-2575. (in Chinese))
    [16]
    FRENCH M E, CHESTER F M, CHESTER J S, et al.Stress-dependent transport properties of fractured arkosic sandstone[J]. Geofluids, 2016, 16(3): 533-551.
    [17]
    XU P, YANG S Q.Permeability evolution of sandstone under short-term and long-term triaxial compression[J]. International Journal of Rock Mechanics & Mining Sciences, 2016, 85: 152-164.
    [18]
    王伟, 田振元, 朱其志, 等. 考虑孔隙水压力的岩石统计损伤本构模型研究[J]. 岩石力学与工程学报, 2015, 34(增刊2): 3676-3682.
    (WANG Wei, TIAN Zhen-yuan, ZHU Qi-zhi, et al.Study of statistical damage constitutive model for rock considering pore water pressure[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(S2): 3676-3682. (in Chinese))
    [19]
    GAO C, XIE L Z, XIE H P, et al.Coupling between the statistical damage model and permeability variation in reservoir sandstone: theoretical analysis and verification[J]. Journal of Natural Gas Science and Engineering, 2017, 37: 375-385.
    • Related Articles

  • Related Articles

    [1]CUI Chunyi, XU Minze, XU Chengshun, ZHAO Jingtong, LIU Hailong, MENG Kun. Seismic fragility analysis of subway station structures considering statistical uncertainty of seismic demands[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 453-462. DOI: 10.11779/CJGE20230980
    [2]ZHANG Chenlong, ZHANG Dongming, HUANG Zhongkai, HUANG Hongwei. Resilience assessment method for subway stations considering uncertainty of seismic intensity[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(1): 164-172. DOI: 10.11779/CJGE20231153
    [3]LI Jinqiang, ZHONG Zilan, SHEN Jiaxu, ZHANG Bu, ZHANG Yabo, DU Xiuli. Longitudinal seismic fragility analysis of utility tunnel structures based on IDA method[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1622-1631. DOI: 10.11779/CJGE20230397
    [4]DAI Xuan, MA Yunxiang, WEI Shaowei, WEI Peiyong, HUO Haifeng, CAI Degou, LI Zhao. Seismic performance analysis of frame beams-reinforced slope under different earthquake intensities[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 147-152. DOI: 10.11779/CJGE2023S20019
    [5]QIU Dapeng, CHEN Jianyun, WANG Wenming, CAO Xiangyu. Fragility analysis of underground large-scale frame structures considering seismic effects of vertical earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(12): 2537-2546. DOI: 10.11779/CJGE20221053
    [6]ZHEN Libin, SHI Yuebo, ZHONG Zilan, DU Xiuli, LUO Wenlin. Efficient seismic fragility of underground structures using endurance time analysis method[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(4): 777-784. DOI: 10.11779/CJGE20220188
    [7]MENG Chang, TANG Liang. Seismic fragility analysis of pile-supported wharf in nearshore liquefiable ground[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(12): 2274-2282. DOI: 10.11779/CJGE202112014
    [8]ZHONG Zi-lan, SHEN Yi-yao, HAO Ya-ru, LI Li-yun, DU Xiu-li. Seismic fragility analysis of two-story and three-span metro station structures based on IDA method[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 916-924. DOI: 10.11779/CJGE202005014
    [9]JIN Cong-cong, CHI Shi-chun, NIE Zhang-bo. Seismic safety analysis of high earth-rockfill dams based on seismic deformational fragility[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(2): 334-343. DOI: 10.11779/CJGE202002015
    [10]ZHU Hong-wei, YAO Ling-kan, LAI Jun. Seismic vulnerability assessment of gravity retaining walls based on performance[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 150-157. DOI: 10.11779/CJGE202001017
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return