Experimental study on the influence of shale content in fault zone on fault friction coefficient based on circular shear test

被引:0
|
作者
Meng, Lingdong [1 ,2 ,3 ]
Li, Dong [1 ,2 ]
Fu, Xiaofei [1 ,3 ,5 ]
Jin, Yejun [1 ,3 ,5 ]
Liu, Zezhao [1 ]
Li, Ziyang [1 ]
Zhang, Tong [1 ,4 ,6 ]
Du, Ruishan [1 ,2 ,3 ]
Zhang, Xiaoling [1 ,2 ,3 ]
机构
[1] Northeast Petr Univ, Sch Earth Sci, Daqing 163318, Peoples R China
[2] FAPS Energy Technol Ltd, Daqing 163318, Peoples R China
[3] Key Lab Oil & Gas Reservoir & Underground Gas Stor, Daqing 163318, Peoples R China
[4] Northeast Petr Univ, Key Lab Enhanced Oil Recovery, Minist Educ, Daqing 163318, Peoples R China
[5] Northeast Petr Univ, Bohairim Energy Inst, Tianjin 300450, Peoples R China
[6] Explorat & Dev Res Inst PetroChina Daqing Oilfield, Daqing 163712, Peoples R China
关键词
Fault stability; Friction coefficient; Shale content; Circular shear test; Heterogeneity; PORE PRESSURE; GOUGE; STRESS; SLIP; SEISMICITY; STABILITY; STRENGTH; VELOCITY; QUARTZ; GULF;
D O I
10.1016/j.asej.2025.103289
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Water injection in fault block oil and gas reservoirs can trigger fault activity, leading to leakage and potential earthquakes, which may cause significant natural and economic losses. The friction coefficient of the fault is a crucial factor in fault activity and stability. Analyzing this relationship is essential for evaluating fault stability. This study focuses on the Penglai fault zone in the Bohai Bay Basin, China, investigating the weakening mechanism of fault gouge on the friction coefficient and integrating key factors that control its heterogeneity. The friction strength of fault gouge was evaluated through circular shear experiments conducted under in situ geological conditions, establishing a method for characterizing the heterogeneity of friction strength. Based on these findings, a model for characterizing the heterogeneity of fault friction coefficients was developed. By integrating a 3D prediction model of clay content on fault surfaces, the spatial distribution of non-uniform friction coefficients across fault planes was determined. The research findings indicate a negative correlation between the steady-state friction coefficient and the maximum static friction coefficient with respect to fault shale content. Within a mud content range of 0% to 35%, the friction coefficient remains approximately constant at around 0.6 with minimal fluctuation. As the mud content increases from 35% to 40% to 65%, there is a gradual decrease in the friction coefficient, followed by a rapid decline when the mud content reaches 65% to 75%. This trend suggests an increased influence of mudstone on frictional sliding. As the mud content increases, leading to greater involvement of mudstone in frictional sliding, significant fluctuations in the friction coefficient are observed due to the combined effects of mudstone and quartz sandstone. Ultimately, when the mud content reaches 80% to 100%, the friction coefficient decreases further, with a reduced fluctuation range. This highlights the predominant role of shale content in influencing frictional sliding behavior. The method for characterizing fault-mud-content-related friction coefficients at various levels significantly enhances the accuracy of fault stability evaluations, thereby promoting the safe and efficient development of oil and gas reservoirs.
引用
收藏
页数:13
相关论文
共 50 条
  • [21] Test Point Selection Method for Analog Circuit Fault Diagnosis Based on Similarity Coefficient
    Ma, Qingfeng
    He, Yuzhu
    Zhou, Fuqiang
    Song, Ping
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2018, 2018
  • [22] Experimental study on evolution characteristics of water and mud inrush in fault fractured zone
    Zhang Qing-yang
    Chen Wei-zhong
    Yuan Jing-qiang
    Liu-Qi
    Rong Chi
    ROCK AND SOIL MECHANICS, 2020, 41 (06) : 1911 - 1922
  • [23] Design and Experimental Study of Ballastless Track with Large Adjustment in Active Fault Zone
    Zhang, Zheng
    Journal of Railway Engineering Society, 2024, 41 (06) : 45 - 51
  • [24] Experimental study of hydraulic characteristics of undisturbed fractured rock in granite fault zone
    Guo Liang
    Hu Xie-wen
    Li Xiao-zhao
    Wu Xi-yong
    Wu Li-zhou
    Li Yu
    Luo Gang
    Ma Hong-sheng
    ROCK AND SOIL MECHANICS, 2018, 39 (11) : 3937 - 3948
  • [25] Experimental Study on Seepage Characteristics of a Soil-Rock Mixture in a Fault Zone
    Wang, Pengfei
    Zhang, Xiangyang
    FDMP-FLUID DYNAMICS & MATERIALS PROCESSING, 2022, 18 (02): : 271 - 283
  • [26] Influence of the fault zone in shallow tunneling: A case study of Izmir Metro Tunnel
    Kun, Mete
    Onargan, Turgay
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2013, 33 : 34 - 45
  • [27] Experimental and numerical study of shear strength on the slide zone soil by the coupling of seepage and shear test
    Wang, Qianyun
    Tang, Huiming
    An, Pengju
    Fang, Kun
    Sun, Sixuan
    Lu, Jianlin
    SCIENTIFIC REPORTS, 2024, 14 (01):
  • [28] Similar simulation test study on permeability evolution mechanism of fault sliding fracture zone
    Peng-fei Wang
    Jing Xu
    Chang-hong Li
    Arabian Journal of Geosciences, 2022, 15 (6)
  • [29] An Experimental Study of Composite Plain Bearings: The Influence of Clearance on Friction Coefficient and Temperature
    Miler, Daniel
    Skec, Stanko
    Katana, Branko
    Zezelj, Dragan
    STROJNISKI VESTNIK-JOURNAL OF MECHANICAL ENGINEERING, 2019, 65 (10): : 547 - 556
  • [30] Experimental study of influence of asperity on static friction coefficient for polished rock surface
    Han Wen-mei
    Kang Tian-he
    ROCK AND SOIL MECHANICS, 2013, 34 (03) : 674 - 678