Sectional velocity model for microseismic source location in tunnels

被引:75
作者
Feng, Guang-Liang [1 ]
Feng, Xia-Ting [1 ]
Chen, Bing-Rui [1 ]
Xiao, Ya-Xun [1 ]
Jiang, Quan [1 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
基金
中国国家自然科学基金;
关键词
Rock mechanics; Tunnel; Velocity model; Microseismic source location; Jinping II hydropower station; ROCKBURST;
D O I
10.1016/j.tust.2014.09.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Microseismic (MS) source location is the foundation of MS monitoring and warning. The accuracy of MS source location depends on the accuracy of the velocities used in the location algorithm. In this work, a suitable sectional velocity model for MS source location in tunnels is proposed. In the model, the velocities from the MS source to the MS sensors in any one group are almost the same but those to different groups of MS sensors may be different. An efficient global optimization algorithm (particle swarm optimization) is applied to search for the MS source location and sectional velocity. Results from a tunnel simulation show that the velocities obtained using the sectional velocity model are close to the actual ones and location accuracy is greatly improved. The average location error is reduced by 78.3% (from 13.05 to 2.83 m). The proposed model was applied to MS source location in the deeply-buried tunnels of the Jinping II hydropower station in China. The case shows that the sectional velocities obtained are in accordance with the geological conditions. The locations of rockburst and MS events in the rockburst development process are clustered in the actual rockburst area. The method is good for rockburst monitoring and warning in the tunnels. In addition, the impact of error in the velocity on MS source location accuracy in tunnels is discussed. In tunnels, error in velocity is found to have a great impact on MS source location accuracy. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:73 / 83
页数:11
相关论文
共 28 条
  • [1] DETERMINATION OF 3-DIMENSIONAL SEISMIC STRUCTURE OF LITHOSPHERE
    AKI, K
    CHRISTOFFERSSON, A
    HUSEBYE, ES
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH, 1977, 82 (02): : 277 - 296
  • [2] Bayuk I.O., 2009, SEG Expanded Abstracts, P1632
  • [3] Chen B.R., 2013, ROCK MECH ROCK ENG, V1
  • [4] [陈炳瑞 CHEN Bingrui], 2009, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V28, P740
  • [5] CRUSTAL STRUCTURE MODELING OF EARTHQUAKE DATA .1. SIMULTANEOUS LEAST-SQUARES ESTIMATION OF HYPOCENTER AND VELOCITY PARAMETERS
    CROSSON, RS
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH, 1976, 81 (17): : 3036 - 3046
  • [6] Douglas A., 1976, Nature, V215, P45
  • [7] Acoustic emission and ultrasonic-velocity methods used to characterise the excavation disturbance associated with deep tunnels in hard rock
    Falls, SD
    Young, RP
    [J]. TECTONOPHYSICS, 1998, 289 (1-3) : 1 - 15
  • [8] Feng GL, 2013, ROCK CHARACTERISATION, MODELLING AND ENGINEERING DESIGN METHODS, P793
  • [9] Feng X.T., 2013, Mechanism, warning and dynamic control of rockburst development processes
  • [10] Studies on the evolution process of rockbursts in deep tunnels
    Feng, Xiating
    Chen, Bingrui
    Li, Shaojun
    Zhang, Chuanqing
    Xiao, Yaxun
    Feng, Guangliang
    Zhou, Hui
    Qiu, Shili
    Zhao, Zhouneng
    Yu, Yang
    Chen, Dongfang
    Ming, Huajun
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2012, 4 (04) : 289 - 295