미소파괴음을 이용한 절토사면계측

Rock Slope Monitoring using Acoustic Emission

  • 장현익 (한국도로공사 울산포항건설사업단) ;
  • 김진광 (한국도로공사 울산포항건설사업단) ;
  • 김찬우 (한국도로공사 울산포항건설사업단) ;
  • 김경석 (한국도로공사 도로교통연구원) ;
  • 천대성 (한국지질자원연구원)
  • 발행 : 2010.09.09

초록

The stability forecasting of rock slope is more difficult than soil slope because catching the sign of failure in monitoring is not easy and deformation of the rock is small in failure process. But in the rock slope, there is small deformation like crack propagation in rock itself and it accumulates gradually in failure process. If it is possible to detect the small change in the rock slope, we can know the failure time exactly. Because the individual signal is gathered in the acoustic emission monitoring, it is possible to monitoring the slope if many sound signal is accumulated. Detection test of acoustic emission was performed. Uniaxial, two types of bending test, and two plane shear test were done with various cement paste sample. Wave propagation velocity of uniaxial test sample was increased with curing time. Wave Analysis give us the result that there is a AE sign signal before the failure, the AE count is suddenly increased. And frequency level 125kHz before failure is changed to level 200-250kHz after failure. In two plane shear test we can catch the AE signal and can know the failure type from wave shape. Monitoring test site is tunnel slope in Hongcheon but special signal is not collected.

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