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 47 Issue 2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
SHEN Linfang, LÜ Qianwen, LIU Wenlian, ZHANG Jiaming, YANG Hongzhong, LI Ze. Numerical study on permeability properties of three-dimensional rock fracture under coupled stress-seepage-dissolution process[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(2): 428-437. DOI: 10.11779/CJGE20231061
Citation: SHEN Linfang, LÜ Qianwen, LIU Wenlian, ZHANG Jiaming, YANG Hongzhong, LI Ze. Numerical study on permeability properties of three-dimensional rock fracture under coupled stress-seepage-dissolution process[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(2): 428-437. DOI: 10.11779/CJGE20231061
shu

Numerical study on permeability properties of three-dimensional rock fracture under coupled stress-seepage-dissolution process

  • 1.

    Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China

  • 2.

    Kunming Prospecting Design Institute of China Nonferrous Metals Industry, Kunming 650051, China

More Information
  • Received Date: November 29, 2023
  • Available Online: April 17, 2024
    Graphical Abstract
    • Abstract
  • Based on the lattice Boltzmann method, the evolution of seepage velocity field and solute concentration field is simulated by the double-distribution functions, and a numerical model is proposed to study the coupling mechanism of stress-seepage-dissolution in three-dimensional rock fracture. The evolution of fracture permeability properties is discussed considering the effects of seepage velocity, normal stress and dissolution rate. The results show that when the seepage velocity is low, the ions dissolved from the fracture wall cannot be transported in time, which results in a higher concentration and a lower dissolution rate at the outlet, the dissolved fracture is shaped as a "bell mouth". Increasing the normal stress decreases the fracture width and slows down the solute transport rate, which significantly reduces the dissolution at the fracture outlet, limiting the development of its permeability. When the wall dissolution rate is low, the fracture permeability shows a continuous and slow growth. As the dissolution rate increases, the dissolution amount at the outlet is significantly less than that at the inlet, which leads to a slow development of fracture permeability until the wall surface at the outlet exhibits significant dissolution, and the fracture permeability shows a rapid growth trend. The results can provide important theoretical support for the quantitative evaluation of permeability of rock fracture under acid corrosion.
    • FullText(HTML)
    • References (24)
  • [1]
    盛金昌, 李凤滨, 姚德生, 等. 渗流-应力-化学耦合作用下岩石裂隙渗透特性试验研究[J]. 岩石力学与工程学报, 2012, 31(5): 1016-1025. doi: 10.3969/j.issn.1000-6915.2012.05.019

    SHENG Jinchang, LI Fengbin, YAO Desheng, et al. Experimental study of seepage properties in rocks fracture under coupled hydro- mechanochemical process[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(5): 1016-1025. (in Chinese) doi: 10.3969/j.issn.1000-6915.2012.05.019
    [2]
    姚池, 姜清辉, 位伟, 等. 复杂裂隙岩体水-力耦合模型及溶质运移模拟[J]. 岩石力学与工程学报, 2013, 32(8): 1656-1665.

    YAO Chi, JIANG Qinghui, WEI Wei, et al. Numerical simulation of hydro-mechanical coupling and solute transport in complex fractured rock masses[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(8): 1656-1665. (in Chinese)
    [3]
    王珂, 盛金昌, 郜会彩, 等. 应力-渗流侵蚀耦合作用下粗糙裂隙渗流特性研究[J]. 岩土力学, 2020, 41(增刊1): 30-40.

    WANG Ke, SHENG Jinchang, GAO Huicai, et al. Study on seepage characteristics of rough fractures under the coupling effect of stress-seepage erosion[J]. Rock and Soil Mechanics, 2020, 41(S1): 30-40. (in Chinese)
    [4]
    段玲玲, 邓华锋, 齐豫, 等. 水-岩作用下单裂隙灰岩渗流特性演化规律研究[J]. 岩土力学, 2020, 41(11): 3671-3679, 3768.

    DUAN Lingling, DENG Huafeng, QI Yu, et al. Study on the evolution of seepage characteristics of single-fractured limestone under water-rock interaction[J]. Rock and Soil Mechanics, 2020, 41(11): 3671-3679, 3768. (in Chinese)
    [5]
    GAN L, LIU Y, XU T, et al. Experimental investigation of the seepage characteristics of a single fracture in limestone with different roughness and seepage fluids[J]. Journal of Hydrology, 2023, 622: 129699. doi: 10.1016/j.jhydrol.2023.129699
    [6]
    WANG J X, YU Q C. Experimental investigations of the process of carbonate fracture dissolution enlargement under reservoir temperature and pressure conditions[J]. Geofluids, 2018, 2018: 5971421.
    [7]
    速宝玉, 张文捷, 盛金昌, 等. 渗流-化学溶解耦合作用下岩石单裂隙渗透特性研究[J]. 岩土力学, 2010, 31(11): 3361-3366. doi: 10.3969/j.issn.1000-7598.2010.11.001

    SU Baoyu, ZHANG Wenjie, SHENG Jinchang, et al. Study of permeability in single fracture under effects of coupled fluid flow and chemical dissolution[J]. Rock and Soil Mechanics, 2010, 31(11): 3361-3366. (in Chinese) doi: 10.3969/j.issn.1000-7598.2010.11.001
    [8]
    霍吉祥, 宋汉周, 杜京浓, 等. 表面反应和扩散迁移联合控制的粗糙单裂隙渗流-溶解耦合模型[J]. 岩石力学与工程学报, 2015, 34(5): 1013-1021.

    HUO Jixiang, SONG Hanzhou, DU Jingnong, et al. Coupled fluid flow and chemical dissolution model based on surface reaction and mass transfer control in a rough fracture[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(5): 1013-1021. (in Chinese)
    [9]
    李博, 黄嘉伦, 钟振, 等. 三维交叉裂隙渗流传质特性数值模拟[J]. 岩土力学, 2019, 40(9): 3670-3678.

    LI Bo, HUANG Jialun, ZHONG Zhen, et al. Numerical simulation on hydraulic and solute transport properties of 3D crossed fractures[J]. Rock and Soil Mechanics, 2019, 40(9): 3670-3678. (in Chinese)
    [10]
    王俊光, 梁冰. 渗透动水压力作用下裂隙岩体渗流与应力耦合分析[J]. 辽宁工程技术大学学报(自然科学版), 2009, 28(增刊1): 178-180.

    WANG Junguang, LIANG Bing. Analysis of coupled seepage and stress fields in rock mass by considering hydrodynamic seepage pressure[J]. Journal of Liaoning Technical University (Natural Science), 2009, 28(S1): 178-180. (in Chinese)
    [11]
    张超, 宋卫东, 李腾, 等. 破碎岩体应力-渗流耦合模型及数值模拟研究[J]. 采矿与安全工程学报, 2021, 38(6): 1220-1230.

    ZHANG Chao, SONG Weidong, LI Teng, et al. Study on stress seepage coupling model and numerical simulation of fractured rock mass[J]. Journal of Mining & Safety Engineering, 2021, 38(6): 1220-1230. (in Chinese)
    [12]
    MOHAMAD A A. Lattice Boltzmann Method: Fundamentals and Engineering Applications with Computer Codes[M]. London: LondonSpringer, 2011
    [13]
    TIAN Z W, XING H L, TAN Y L, et al. Reactive transport LBM model for CO2 injection in fractured reservoirs[J]. Computers & Geosciences, 2016, 86: 15-22.
    [14]
    CHEN L, KANG Q, VISWANATHAN H S, et al. Pore-scale study of dissolution-induced changes in hydrologic properties of rocks with binary minerals[J]. Water Resources Research, 2014, 50(12): 9343-9365. doi: 10.1002/2014WR015646
    [15]
    张婷, 施保昌, 柴振华. 多孔介质内溶解与沉淀过程的格子Boltzmann方法模拟[J]. 物理学报, 2015, 64(15): 154701. doi: 10.7498/aps.64.154701

    ZHANG Ting, SHI Baochang, CHAI Zhenhua. Lattice Boltzmann simulation of dissolution and precipitation in porous media[J]. Acta Physica Sinica, 2015, 64(15): 154701. (in Chinese) doi: 10.7498/aps.64.154701
    [16]
    BANDIS S C, LUMSDEN A C, BARTEN N R. Fundamentals of rock joint deformation[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1983, 20(6): 249-268.
    [17]
    QIAN Y H, D'HUMIERES D, LALLEMAND P. Lattice BGK models for navier-stokes equation[J]. Europhysics Letters, 1992, 17(6): 479-484. doi: 10.1209/0295-5075/17/6/001
    [18]
    KANG Q, LICHTNER P C, ZHANG D. Lattice Boltzmann pore-scale model for multicomponent reactive transport in porous media [J]. Journal of Geophysical Research, 2006, 111: B05203.
    [19]
    ZHANG T, SHI B, GUO Z, et al. General bounce-back scheme for concentration boundary condition in the lattice Boltzmann method[J]. Physical Review E, 2012, 85(2): 016701.
    [20]
    GUO Z L, ZHENG C G, SHI B C. Non-equilibrium extrapolation method for velocity and pressure boundary conditions in the lattice Boltzmann method[J]. Chinese Physics, 2002, 11(4): 366-374. doi: 10.1088/1009-1963/11/4/310
    [21]
    FOURNIER A, FUSSELL D, CARPENTER L. Computer rendering of stochastic models[J]. Communications of the ACM, 1982, 25(6): 371-384. doi: 10.1145/358523.358553
    [22]
    ZOU L, JING L, CVETKOVIC V. Shear-enhanced nonlinear flow in rough-walled rock fractures[J]. Journal of Rock Mechanics and Mining Sciences, 2017, 97: 33-45. doi: 10.1016/j.ijrmms.2017.06.001
    [23]
    SAUTY J P. An analysis of hydrodispersive transfer in aquifers[J]. Water Resources Research, 1980, 16(1): 145-158. doi: 10.1029/WR016i001p00145
    [24]
    KANG Q, LICHTNER P C, ZHANG D. An improved lattice Boltzmann model for multicomponent reactive transport in porous media at the pore scale[J]. Water Resources Research, 2007, 43(12): 2578-2584.
    • Related Articles

  • Related Articles

    [1]YANG Xiao-hui, LU Fa, GUO Nan, ZHU Yan-peng, ZHOU Shuai-kang. Stability calculation and numerical simulation of multi-stage high loess slopes[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 172-177. DOI: 10.11779/CJGE2022S1031
    [2]JIN Lei, ZENG Ya-wu, CHENG Tao, LI Jing-jing. Seepage characteristics of soil-rock mixture based on lattice Boltzmann method[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(4): 669-677. DOI: 10.11779/CJGE202204009
    [3]JIN Lei, ZENG Ya-wu, CHENG Tao, LI Jing-jing. Numerical simulation of mud inrush of tunnels with coupled LBM-DEM[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1000-1009. DOI: 10.11779/CJGE202106003
    [4]JIN Lei, ZENG Ya-wu, CHENG Tao, LI Jing-jing. Seepage clogging characteristics of rock and soil porous media using LBM-IMB-DEM simulation method[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(5): 909-917. DOI: 10.11779/CJGE202105015
    [5]XU Zong-heng, XU Ze-min, WANG Zhi-liang. Application of lattice Boltzmann method in macropore flows in unsaturated zone soil of slopes[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 178-184. DOI: 10.11779/CJGE201701017
    [6]WANG Zhi-liang, SHEN Lin-fang, XU Ze-min, LI Shao-jun. Influence of roughness of rock fracture on seepage characteristics[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1262-1268. DOI: 10.11779/CJGE201607013
    [7]SHENG Jin-chang, WAN Fan, ZHANG Xia, LI Feng-bin, HUANG Qing-fu. Lattice Boltzmann method for rough fracture seepage characteristics of rock[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1213-1217. DOI: 10.11779/CJGE201407004
    [8]ZHAO Ming-hua, LIU Si-si, HUANG Li-xiong, LIAO Bin-bin. Numerical simulation of pressure-type anchor based on energy principle[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 529.
    [9]Numerical simulation of 3D hydraulic fracturing process[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1875-1881.
    [10]WANG Zhongqi, ZHANG Qi, BAI Chunhua. Numerical simulation on variation of density of the soil compacted by explosion[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 350-353.
    • Supplements (1)

  • Other Related Supplements

Catalog

    Get Citation
    PDF
    XML
    Article views (317) PDF downloads (69) 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