Development and application of multifunctional shear test apparatus for rock discontinuity under dynamic disturbance loading

被引:0
|
作者
Cui Guo-jian [1 ,2 ]
Zhang Chuan-qing [1 ,2 ]
Zhou Hui [1 ,2 ]
Lu Jing-jing [2 ]
Gao Yang [1 ,2 ]
Hu Ming-ming [1 ,2 ]
Hu Da-wei [1 ,2 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金
中国国家自然科学基金;
关键词
rock discontinuity; dynamic disturbance; velocity and stress step test; earthquake monitoring and prediction; BEHAVIOR; JOINT;
D O I
10.16285/j.rsm.2021.1592
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Dynamic disturbance is an important influence factor that causes the sliding instability of rock discontinuity and then triggers strong dynamic geological disasters, such as earthquake and rock burst. In order to study the mechanical response and disaster-causing mechanism of rock discontinuity under dynamic disturbance loading, a multifunctional shear test apparatus for rock discontinuity under dynamic disturbance loading (DDST-1800) is independently developed. The test apparatus is composed of normal and shear loading units with quasi-static loading, varied normal boundary conditions, dynamic disturbance loading with complex and wide-frequency waveform (0.5-50 Hz), and wide-range shear velocity loading (0.000 1-10 mm/s) functions, pendulum impact system, cyclic shear box unit, data acquisition and control units. The servo-controlled apparatus DDST-1800 can conduct the following typical tests by programmed operations: monotonic or cyclic direct shear test of rock discontinuity under constant normal load (CNL), constant normal stiffness (CNS), unloading normal load (UNL), variable normal stiffness (VNS), and dynamic normal load (DNL) boundary conditions with different shear velocities, superimposed dynamic disturbance shear test, velocity and stress step tests, and pendulum hammer-driven impact test of rock discontinuity under pre-set normal and shear stress conditions. Preliminary experimental studies were carried out and the results verified the stability and accuracy of the new apparatus. The research and development of the new apparatus has important scientific significance and engineering value for clarifying the dynamic response characteristics of rock discontinuity under dynamic disturbance, and deeply understanding the triggering effect of activation instability of rock discontinuity and disaster-causing mechanism of geological disasters such as earthquake and rock burst.
引用
收藏
页码:1727 / 1737
页数:11
相关论文
共 30 条
  • [1] Ahola M.P., 1996, DEV GEOTECH ENG, V79, P467, DOI [10.1016/s0165-1250(96)80037-x, DOI 10.1016/S0165-1250(96)80037-X]
  • [2] Macro- and Microstructural Characteristics of the Tension-Shear and Compression-Shear Fracture of Granite
    Chen, Jun
    Zhou, Hui
    Zeng, Zhiquan
    Lu, Jingjing
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (01) : 201 - 209
  • [3] [丛利 Cong Li], 2020, [采矿与安全工程学报, Journal of Mining & Safety Engineering], V37, P767
  • [4] THE INFLUENCE OF SHEAR VELOCITY ON THE FRICTIONAL RESISTANCE OF ROCK DISCONTINUITIES
    CRAWFORD, AM
    CURRAN, JH
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1981, 18 (06): : 505 - 515
  • [5] Cui G.J., 2019, CHIN J ROCK MECH ENG, V38, P3384
  • [6] A New Direct Shear Apparatus for Rock Joints Specialized in Cyclic Loading
    Cui, Zhen
    Sheng, Qian
    Zhang, Mao-chu
    Cao, Jun-feng
    Mei, Xian-cheng
    Luo, Qing-zi
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2021, 54 (08) : 4321 - 4327
  • [7] Direct shear behavior of a plane joint under dynamic normal load (DNL) conditions
    Dang, Wengang
    Konietzky, Heinz
    Fruehwirt, Thomas
    [J]. ENGINEERING GEOLOGY, 2016, 213 : 133 - 141
  • [8] DU Shi-gui, CHINESE J ROCK MECH, V40, P1337
  • [9] Fu Hongxian, 2011, China Railway Science, V32, P67
  • [10] GE Xiu-run, 1994, ROCK SOIL MECH, V15, P50