Damage-Seepage Evolution Mechanism of Fractured Rock Masses Considering the Influence of Lateral Stress on Fracture Deformation Under Loading and Unloading Process

被引:0
|
作者
Liu, Xinrong [1 ,2 ]
Zhang, Jilu [1 ,2 ]
Zhou, Xiaohan [1 ,2 ]
Liu, Yuyu [1 ,2 ]
Wang, Yan [1 ,2 ]
Luo, Xinyang [1 ,2 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Natl Joint Engn Res Ctr Geohazards Prevent Reservo, Chongqing 400045, Peoples R China
基金
中国国家自然科学基金;
关键词
Fractured rock mass; Fracture angle; Seepage; Lateral stress; Damage; NUMERICAL-SIMULATION; PERMEABILITY; COAL; PRESSURE; OUTBURST;
D O I
10.1007/s00603-024-04024-z
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Fractures serve as the main pathways for the occurrence and transportation of gases within rock layers. Studying the seepage characteristics of fractured rock masses during loading and unloading processes is an essential issue for understanding the mechanism of hazardous gas migration in surrounding rock under tunnel excavation action. Experiments on rock mass seepage under different precast fracture angles and confining pressures during the loading and unloading process were conducted by using a multi-field coupled triaxial testing system. The findings of the tests indicate that the lateral stress, particularly during the unloading stage, induces the volumetric expansion of fracture. However, the influence of the fracture angle on rock mass fracture expansion is greater than that of the confining pressure. Moreover, the effect of the lateral stress on the fracture surface increases the permeability of the rock mass, nevertheless, the permeability decreases with increasing the confining pressure and decreasing the fracture angle. Under the same stress level value, during the loading stage, the permeability of the rock mass linearly decreases with increasing the confining pressure, while during the unloading stage, the permeability of the rock mass decreases nonlinearly with increasing the confining pressure. Based on the test results, a fluid-solid-damage coupling computational model for the fractured rock mass's permeability was established by considering the influence of the lateral stress on the fracture surface. In addition, further analysis related to the evolution process of the damage and the rock mass seepage has been done. The result reveals that the change in chi with increasing confining pressure exhibits logarithmic characteristics. As the fracture angle decreases, the respective variation ranges of chi are: 0.005 similar to 0.03, 016 similar to 0.17, 0.2 similar to 0.22.
引用
下载
收藏
页码:10973 / 10999
页数:27
相关论文
共 14 条
  • [1] Influence of Deviatoric Stress on the Deformation and Damage Evolution of Surrounding Rock under Unloading Conditions
    Hou, Gongyu
    Liang, Jinping
    Jing, Haoyong
    Tan, Jinxin
    Zhang, Yongkang
    Yang, Xi
    Xie, Xin
    SHOCK AND VIBRATION, 2020, 2020
  • [2] Deformation and seepage characteristics of precast fractured rock mass considering the influence of axial stress
    Liu, Xin-Rong
    Zhang, Ji-Lu
    Zhou, Xiao-Han
    Liu, Yu-Yu
    Liu, Han-Zhi
    Yantu Lixue/Rock and Soil Mechanics, 2024, 45 (12): : 3596 - 3612
  • [3] Experimental study and mechanism analysis on damage and fracture of rock considering the influence of seepage pressure
    Li, Jianzhou
    He, Zhilei
    Jiang, Zhijian
    2016 INTERNATIONAL CONFERENCE ON SMART CITY AND SYSTEMS ENGINEERING (ICSCSE), 2016, : 114 - 117
  • [4] Influence of unloading paths on sandstone damage characteristics and energy evolution law under stress-seepage coupling
    Zhang Pei-sen
    Xu Da-qiang
    Yan Wei
    Zhang Xiao-le
    Dong Yu-hang
    Zhao Ming
    ROCK AND SOIL MECHANICS, 2024, 45 (02) : 325 - 339
  • [5] Deformation and damage evolution of rock salt under multilevel cyclic loading with constant stress intervals
    Zhao, Kai
    Ma, Hongling
    Li, Yinping
    Li, Peng
    Dong, Zhikai
    Liu, Xin
    Yin, Hongwu
    Yang, Chunhe
    Chen, Xiangsheng
    Engineering Fracture Mechanics, 2022, 260
  • [6] Deformation and damage evolution of rock salt under multilevel cyclic loading with constant stress intervals
    Zhao, Kai
    Ma, Hongling
    Li, Yinping
    Li, Peng
    Dong, Zhikai
    Liu, Xin
    Yin, Hongwu
    Yang, Chunhe
    Chen, Xiangsheng
    ENGINEERING FRACTURE MECHANICS, 2022, 260
  • [7] Study of fracture damage evolution mechanism of compression-shear rock cracks under high seepage pressure
    Liu Tao-ying
    Cao Ping
    Zhang Li-feng
    Zhao Yan-lin
    Fan Xiang
    ROCK AND SOIL MECHANICS, 2012, 33 (06) : 1801 - 1808
  • [8] Seepage and Damage Evolution Characteristics of Gas-Bearing Coal under Different Cyclic Loading-Unloading Stress Paths
    Li, Qingmiao
    Liang, Yunpei
    Zou, Quanle
    PROCESSES, 2018, 6 (10)
  • [9] Mechanism of strain energy conversion process for marble damage and fracture under high stress and rapid unloading
    Huang, Da
    Tan, Qing
    Huang, Runqiu
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2012, 31 (12): : 2483 - 2493
  • [10] The Seepage Evolution Mechanism of Variable Mass of Broken Rock in Karst Collapse Column under the Influence of Mining Stress
    Li, Xiao-Lei
    Li, Xin-Lei
    Wang, Yue
    Peng, Wei-Hang
    Fan, Xuan
    Cao, Zheng-Zheng
    Liu, Rui-Fu
    GEOFLUIDS, 2023, 2023