Remote monitoring technique for geotechnical structures using acoustic emission

미소파괴음을 이용한 지반구조물 원격계측기술

  • Cheon, Dae-Sung (Geotechnical Engineering Division, Korea Institute of Geoscience & Mineral Resources) ;
  • Jung, Yong-Bok (Geotechnical Engineering Division, Korea Institute of Geoscience & Mineral Resources) ;
  • Park, Eui-Seob (Geotechnical Engineering Division, Korea Institute of Geoscience & Mineral Resources) ;
  • Park, Chan (Geotechnical Engineering Division, Korea Institute of Geoscience & Mineral Resources) ;
  • Jang, Hyun-Ick (Korea Expressway Corporation)
  • 천대성 (한국지질자원연구원 지반안전연구부) ;
  • 정용복 (한국지질자원연구원 지반안전연구부) ;
  • 박의섭 (한국지질자원연구원 지반안전연구부) ;
  • 박찬 (한국지질자원연구원 지반안전연구부) ;
  • 장현익 (한국도로공사 도로교통기술원)
  • Published : 2008.10.10

Abstract

Acoustic emission(AE) is low-energy seismic event associated with a sudden inelastic deformation such as the sudden movement of existing fractures, the generation of new fractures or the propagation of fractures. These events rapidly increase before major failure and happen within a given rock volume and radiate detectable seismic waves. Rock slopes are usually large in scale and there are many discontinuities in rock mass. AE waves are strongly attenuated when they propagate through joints. Thus we should resolve the attenuation problem to monitor large volume. In this study, we developed waveguide which is composed of two different materials, cement mortar and stainless steel rod. And several laboratory tests on developed waveguide are performed to obtain generalized AE parameters to predict the failure stage in rock slope. Comparing field data with experimental data in laboratory tests, failure stage of rock slope can be evaluated. To verify and optimize the developed monitoring method, we are now carrying out the field application at a rock slope.

Keywords