Time-lapse monitoring of hard-rocks properties in the vicinity of underground excavation

被引:0
作者
Barta, Jaroslav [1 ]
Dostal, Dusan [1 ]
Jirku, Jaroslav [2 ]
Kopecky, Vaclav [3 ]
Slavik, Lubomir [3 ]
Vilhelm, Jan [2 ]
机构
[1] G IMPULS Praha, Pristavni 24, Prague 17000, Czech Republic
[2] Charles Univ Prague, Fac Sci, Inst Hydrogeol Engn Geol & Appl Geophys, Albertov 6, Prague 12843, Czech Republic
[3] Tech Univ Liberec, Fac Mechatron Informat & Interdisciplinary Studie, Inst Syst Control & Reliabil Management, Studentska 2, Liberec, Czech Republic
关键词
geophysical monitoring; electrical resistivity tomography; seismic time-of-flight measurement; underground excavation; fracture systems;
D O I
暂无
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Studying the behavior of the rock mass is essential for developing a geophysical monitoring system, which allows continuous time-lapse monitoring of the state of the rocks environment. For example, rock mass monitoring might be a crucial part of a system for storing dangerous, especially nuclear waste in a geological environment. The goal of this project is developing a working system for long-term time-lapse monitoring of a geological environment using non-destructive geophysical techniques. The monitoring system works with geoelectrical and seismic properties of the hard-rocks environment. The system carries out 4D monitoring of the rock properties behavior in the close vicinity of an underground excavation. For the initial experimental measurements, two geophysical methods were chosen - electrical resistive tomography (ERT) and ultrasonic microseismic. The ERT method uses a set of 48 stainless electrodes 20 cm apart (9.4 m length of the profile in total) and the frequency of the measurements is six hours (i.e., four measurements per day). Currently the seismic uses frequency of five minutes between gathering one seismic record. Attention is paid to the behavior of a significant fracture located in the middle of the measuring system. The monitoring device collects data that are being sent via the LAN connection to the project members' computers.
引用
收藏
页码:396 / 403
页数:8
相关论文
共 19 条
  • [1] Barta J., 2011, EGRSE, V2
  • [2] Bartko M, 2014, METALURGIJA, V53, P105
  • [3] Barton N., 2006, ROCK QUALITY SEISMIC
  • [4] BASOKUR AT, 1990, COMPUT GEOSCI, V16, P587, DOI 10.1016/0098-3004(90)90016-M
  • [5] Daily W., 2005, Investigations in geophysics, P525, DOI [DOI 10.1190/1.9781560801719.CH17, 10.1190/1.9781560801719.ch, DOI 10.1190/1.9781560801719.CH]
  • [6] 3D complex resistivity tomography on cylindrical models using EIDORS
    De Donno, Giorgio
    Cardarelli, Ettore
    [J]. NEAR SURFACE GEOPHYSICS, 2014, 12 (05) : 587 - 598
  • [7] Resolution, stability and efficiency of resistivity tomography estimated from a generalized inverse approach
    Friedel, S
    [J]. GEOPHYSICAL JOURNAL INTERNATIONAL, 2003, 153 (02) : 305 - 316
  • [8] Jirku J., 2014, SAGEEP 2014
  • [9] Johansen H. K., 1977, Geophysical Prospecting, V25, P667, DOI 10.1111/j.1365-2478.1977.tb01196.x
  • [10] KOEFOED O, 1979, METHODS GEOCHEMIST A, V14