Study of failure mechanisms of rock under compressive-shear loading using real-time laser holography

被引:30
|
作者
Cai, Meifeng [1 ]
Liu, Dongmei [2 ]
机构
[1] Univ Sci & Technol Beijing, Sch Civil & Environm Engn, Beijing 100083, Peoples R China
[2] Zhejiang Sci Tech Univ, Coll Civil Engn & Architecture, Hangzhou 310018, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Real-time laser holographic interferometry; Real-time observation; Whole process of rock deformation and failure; Meso-micro-fracturing mechanism of rock; Compressive-shear loading; FRACTURE; STRESS; PROPAGATION; MICROCRACKS; GROWTH;
D O I
10.1016/j.ijrmms.2008.03.010
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Failure of rock is quite commonly induced by compressive and shear coupling loading. The knowledge of the mechanism and process of deformation and failure of rock under compressive-shear loading condition is an important basis for the study of stability of rock engineering. Based on the principles of laser holographic interferometry, an experimental system with high precision has been established. Through the experiment, the real-time laser holographic interferential fringes under compressive-shear loading are simultaneously observed and recorded. The active fringes can visually display the distribution, mode, moving path and dynamic evolution of deformation and cracking in rock. On the basis of interpretation and quantitative analysis of the active fringes, the whole process of deformation and failure of rock, including time-spatial evolution law of initiating, propagating, growing and closing of cracks in rock, is quantitatively described. From the experimental results, some conclusions on the mechanism and characters of deformation and failure of rock under compressive-shear loading condition are drawn out. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:59 / 68
页数:10
相关论文
共 50 条
  • [1] Failure Characteristics of Complicated Random Jointed Rock Mass Under Compressive-Shear Loading
    Lin, Hang
    Sheng, Biyang
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (05) : 3417 - 3435
  • [2] Failure Characteristics of Complicated Random Jointed Rock Mass Under Compressive-Shear Loading
    Hang Lin
    Biyang Sheng
    Geotechnical and Geological Engineering, 2021, 39 : 3417 - 3435
  • [3] Numerical investigation on fracture characteristic and failure mechanism of rock-like materials with intermittent flaws under compressive-shear loading
    Niu, Yong
    Liu, Guangjian
    Zhong, Zhen
    Wang, Jinguo
    Zhang, Ranran
    Liu, Bolong
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 388
  • [4] Experiment study on failure style of jointed rock-like material under different compressive-shear stress ratios
    Fan, Wenchen
    Cao, Ping
    Zhang, Ke
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2015, 46 (03): : 926 - 932
  • [5] Rheologic fracture mechanism and failure criterion of rock cracks under compressive-shear load with seepage pressure
    Zhao, Yan-Lin
    Cao, Ping
    Lin, Hang
    Liu, Ye-Ke
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2008, 30 (04): : 511 - 517
  • [6] Experimental and numerical studies of rock-like specimens with different hole shapes under compressive-shear loading
    Lin, Qibin
    Zhang, Shenchen
    Deng, Huijuan
    Shao, Zuliang
    Liu, He
    Lan, Ming
    COMPUTATIONAL PARTICLE MECHANICS, 2024,
  • [7] Influences of Joint Persistence on the Compressive-Shear and Tensile-Shear Failure Behavior of Jointed Rock Mass: An Experimental and Numerical Study
    Hu, Jie
    Wang, Mingyang
    Rong, Xiaoli
    Wang, Xintong
    Xiong, Ziming
    Shi, Shaoshuai
    ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (11) : 8151 - 8165
  • [8] Interaction between flaws and failure characteristics of red sandstone containing double flaws under compressive-shear loading
    Chen, Jiarong
    Yin, Xuehan
    Zhou, Changtai
    Pan, Muyuan
    Han, Zhenyu
    Zhou, Tao
    ENGINEERING FRACTURE MECHANICS, 2023, 292
  • [9] Influences of Joint Persistence on the Compressive-Shear and Tensile-Shear Failure Behavior of Jointed Rock Mass: An Experimental and Numerical Study
    Jie Hu
    Mingyang Wang
    Xiaoli Rong
    Xintong Wang
    Ziming Xiong
    Shaoshuai Shi
    Rock Mechanics and Rock Engineering, 2023, 56 : 8151 - 8165
  • [10] Experimental study on strain evolution and failure behavior of sandstone containing a single pre-existing flaw under compressive-shear loading
    Chen J.
    Zhou C.
    Zhou T.
    Zhu J.
    Xie H.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2023, 42 (07): : 1743 - 1758