<listing id="l9bhj"><var id="l9bhj"></var></listing>
<var id="l9bhj"><strike id="l9bhj"></strike></var>
<menuitem id="l9bhj"></menuitem>
<cite id="l9bhj"><strike id="l9bhj"></strike></cite>
<cite id="l9bhj"><strike id="l9bhj"></strike></cite>
<var id="l9bhj"></var><cite id="l9bhj"><video id="l9bhj"></video></cite>
<menuitem id="l9bhj"></menuitem>
<cite id="l9bhj"><strike id="l9bhj"><listing id="l9bhj"></listing></strike></cite><cite id="l9bhj"><span id="l9bhj"><menuitem id="l9bhj"></menuitem></span></cite>
<var id="l9bhj"></var>
<var id="l9bhj"></var>
<var id="l9bhj"></var>
<var id="l9bhj"><strike id="l9bhj"></strike></var>
<ins id="l9bhj"><span id="l9bhj"></span></ins>
Volume 39 Issue 1
Jan.  2017
Turn off MathJax
Article Contents
DU Yan, XIE Mo-wen, JIANG Yu-jing, SONG Hong-ke, LI Bo, LIU Ri-cheng. Experimental study on cumulative damage assessment of rock-block using a laser Doppler vibrometer[J]. Chinese Journal of Engineering, 2017, 39(1): 141-146. doi: 10.13374/j.issn2095-9389.2017.01.018
Citation: DU Yan, XIE Mo-wen, JIANG Yu-jing, SONG Hong-ke, LI Bo, LIU Ri-cheng. Experimental study on cumulative damage assessment of rock-block using a laser Doppler vibrometer[J]. Chinese Journal of Engineering, 2017, 39(1): 141-146. doi: 10.13374/j.issn2095-9389.2017.01.018

Experimental study on cumulative damage assessment of rock-block using a laser Doppler vibrometer

doi: 10.13374/j.issn2095-9389.2017.01.018
  • Received Date: 2016-04-28
  • Rock-block collapse has been a hot issue in the study of geological hazards for many years, and it is difficult to prevent because of its sudden disintegration, which is a serious threaten to human life and property safety. Rock-block collapse is caused by dynamic failure derived from system instability, so it can be more effective to apply vibration characteristic parameters in damage assessment and early warning. By using a laser Doppler vibrometer, the cohesion damage of control fissure was analyzed by natural vibration frequency in the paper. Based on the modified limit equilibrium model, the safety factor of the block with a deteriorating structural plane was calculated by the frequency, which decreased from 1.17 to 1.04, in accordance with the reality. The results show that the natural vibration frequency can effectively identify the unstable rock cumulative damage and provide objective data for reasonable determination of the cohesion. The laser Doppler vibrometer technology based on natural vibration frequency can satisfy cumulative damage evaluation of unstable rocks. It will play a significant role in engineering applications in the future.

     

  • loading
  • [1]
    Strom A L, Korup O. Extremely large rockslides and rock avalanches in the Tien Shan Mountains, Kyrgyzstan. Landslides, 2006, 3(2):125
    [2]
    Frayssines M, Hantz D. Modelling and back-analysing failures in steep limestone cliffs. Int J Rock Mech Min Sci, 2009, 46(7):1115
    [3]
    Huang R Q, Liu W H, Zhou J P, et al. Experimental field study of movement characteristics of rock blocks falling down a slope. J Earth Sci, 2010, 21(3):330
    [4]
    Youssef A M, Maerz N H, Al-Otaibi A A. Stability of rock slopes along Raidah escarpment road, Asir Area, Kingdom of Saudi Arabia. J Geogr Geol, 2012, 4(2):48
    [5]
    Royán M J, Abellán A, Jaboyedoff M, et al. Spatio-temporal analysis of rockfall pre-failure deformation using Terrestrial LiDAR. Landslides, 2014, 11(4):697
    [6]
    Wang X L, Frattini P, Crosta G B, et al. Uncertainty assessment in quantitative rockfall risk assessment. Landslides, 2014, 11(4):711
    [7]
    Stead D, Eberhardt E, Coggan J S. Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques. Eng Geol, 2006, 83(1):217
    [8]
    Uehan F. Development of the U-Doppler non-contact vibration measuring system for diagnosis of railway structures. Q Rep RTRI, 2008, 49(3):178
    [9]
    Ma G C, Kazuhide S, Hideki S, et al. Study on evaluating rock block stability by using a remotely positioned laser Doppler vibrometer. Int J Geomater, 2012, 2(2):247
    [12]
    Uehan F, Minoura S. Development of an aerial survey system and numerical analysis modeling software for unstable rock blocks. Q Rep RTRI, 2015, 56(3):212
    [13]
    Ma G C, Sawada K, Yashima A, et al. Experimental study of the applicability of the remotely positioned laser Doppler vibrometer to rock-block stability assessment. Rock Mech Rock Eng, 2015, 48(2):787
    [15]
    Xu N W, Dai F, Liang Z Z, et al. The dynamic evaluation of rock slope stability considering the effects of microseismic damage. Rock Mech Rock Eng, 2014, 47(2):621
    [19]
    Castellini P, Martarelli M, Tomasini E P. Laser Doppler vibrometry:development of advanced solutions answering to technology's needs. Mech Syst Signal Process, 2006, 20(6):1265
    [20]
    Siringoringo D M, Fujino Y. Noncontact operational modal analysis of structural members by laser Doppler vibrometer. Comput Aided Civ Infrastruct Eng, 2009, 24(4):249
    [21]
    Ju F D, Mimovich M. Modal frequency method in diagnosis of fracture damage in structures//Proceedings of the 4th International Modal Analysis Conference. Los Angeles, 1986
  • 加載中

Catalog

    通訊作者: 陳斌, bchen63@163.com
    • 1. 

      沈陽化工大學材料科學與工程學院 沈陽 110142

    1. 本站搜索
    2. 百度學術搜索
    3. 萬方數據庫搜索
    4. CNKI搜索
    Article views (645) PDF downloads(15) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return
    久色视频