Research on Influences of Unloading Rate on Rock Damage and Failure under Confining Pressure Unloading

被引:3
|
作者
Chai Wenge [1 ]
Li Wenli [2 ,3 ]
机构
[1] N China Univ Technol, Beijing 100144, Peoples R China
[2] China Univ Mining & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
[3] Beijing City Univ, City Construct Dept, Beijing 100083, Peoples R China
关键词
Confining pressure unloading; Rate; Elastic modulus; Rock strength; Rock damage;
D O I
10.4028/www.scientific.net/AMM.71-78.1565
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to study on rock damage caused by the confining pressure unloading, different unloading rates have been adopted in tests on the rock under the constant axial load. Emphasis has been laid on discussing influences of different unloading rates on the elastic modulus, rock strength and failure mode of the rock. The research shows that the unloading rate has exerted a prominent effect on the elastic modulus evolution of the rock, stress level at rock failure and failure mode of the rock. The greater the unloading rate is, the smaller the variation in the elastic modulus of the rock will be, indicating smaller rock damage. Similarly, the greater the unloading rate is, the smaller the corresponding confining pressure at rock failure will be, implying the greater stress deviator imposed on the rock, in which case, the rock failure will be more abrupt and energy release more violent.
引用
收藏
页码:1565 / +
页数:2
相关论文
共 50 条
  • [31] Experimental research on spectrum signature eigen of acoustic emission of coal and sandstone damage under triaxial unloading confining pressure
    Yang Y.
    Ma D.
    Zhou Y.
    Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering, 2019, 36 (05): : 1002 - 1008
  • [32] Mechanical Characteristics and Failure Characteristics of Jointed Rock under Axial Unloading and Radial Unloading
    Han, Tielin
    Shi, Junping
    Chen, Yunsheng
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [33] A Study of Dynamic Loading and Unloading Damage of Fiber-Reinforced Concrete under Confining Pressure
    Lin, Chao
    Rao, Li
    Zhang, Cheng-Lin
    Yang, Zhi-Wen
    Chen, Fang
    You, Qing
    Tan, Xian-Jun
    GEOFLUIDS, 2022, 2022
  • [34] Mesoscopic fracturing mechanism in sandstone: Influence of confining pressure unloading rate
    Zhang, Jian
    Guo, Liangliang
    Zhao, Dekang
    Tu, Kun
    Mu, Wenping
    ENERGY EXPLORATION & EXPLOITATION, 2025,
  • [35] Research on rock permeability and failure characteristics under different loading and unloading paths
    Fengda Zhang
    Acta Geophysica, 2022, 70 : 1363 - 1371
  • [36] Simulation of unstable rock failure under unloading conditions
    Manouchehrian, Amin
    Cai, Ming
    CANADIAN GEOTECHNICAL JOURNAL, 2016, 53 (01) : 22 - 34
  • [37] Research on rock permeability and failure characteristics under different loading and unloading paths
    Zhang, Fengda
    ACTA GEOPHYSICA, 2022, 70 (03) : 1363 - 1371
  • [38] Effects of unloading rates of confining pressure on dynamic strength and fragmentation characteristics of rock under impact loads
    Yin, Zhi-Qiang
    Li, Xi-Bing
    Jin, Jie-Fang
    Yin, Tu-Bing
    Liu, Kei-Wei
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2011, 33 (08): : 1296 - 1301
  • [39] Energy evolution of unloading confining pressure and dissipative energy damage constitutive model of coal-rock combination
    Ru Wen-kai
    Hu Shan-chao
    Li Di-yuan
    Ma Jin-yin
    Zhang Chen-xi
    Luo Ping-kuang
    Gong Hao
    Zhou Ao-hui
    ROCK AND SOIL MECHANICS, 2023, 44 (12) : 3448 - 3458
  • [40] Energy Evolution and Brittleness Analysis of Sandstone Under Confining Pressure Unloading
    Li, Yinda
    Han, Liu
    Shang, Tao
    ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (07) : 4729 - 4754