MiSA (Method of Integrated Spectral Analysis) to Evaluate Structural Integrity of Tunnel Concrete Lining

터널 콘크리트 라이닝의 구조적 특성평가를 위한 탄성파 기법, MiSA의 개발

  • 김기봉 (중앙대학교 토목공학과) ;
  • 추진호 (중앙대학교 토목환경공학과) ;
  • 조성호 (중앙대학교 토목공학과) ;
  • 조미라 (중앙대학교 토목공학과)
  • Published : 2001.03.01

Abstract

The techniques to make assessment of the structural integrity of underground structures include Infrared thermagraphy, GPR using the reflection of the electromagnetic wave, ultrasonic test, seismic methods using the propagation of elastic wave, and etc These methods have pros and cons in the assessment of the structural integrity in the complex environment of the underground structure, so that a single method alone is not enough to evaluate parameters required for the assessment. In this study, a new seismic method was proposed to improve the existing methods and to provide an additional information like stiffness of concrete. The proposed method combines the advantages of the modified impact-echo test and the SASW method. To verify the validity of the proposed method, a large scale model of a tunnel concrete liner was built and the proposed method was applied to the center of the model and also to the corner of the model which has several distinct reflection boundaries.

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