Rock bolt integrity evaluation using reflected and transmitted guided ultrasonic waves

유도초음파의 반사법과 투과법 비교를 통한 록볼트 건전도 평가

  • Lee, Jong-Sub (Department of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Yu, Jung-Doung (Department of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Han, Shin-In (Geotechnical & Tunneling Division, Seoyeong Engineering Co. Ltd.) ;
  • Bae, Myeong-Ho (Department of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Lee, In-Mo (Department of Civil, Environmental and Architectural Engineering, Korea University)
  • 이종섭 (고려대학교 건축.사회환경공학과) ;
  • 유정동 (고려대학교 건축.사회환경공학과) ;
  • 한신인 ((주)서영엔지니어링 지반터널설계실) ;
  • 배명호 (고려대학교 건축.사회환경공학과) ;
  • 이인모 (고려대학교 건축.사회환경공학과)
  • Published : 2008.03.28

Abstract

To evaluate rock bolt integrity, destructive test such as pull-out test has been commonly carried out. This method is known as time consuming, expensive, and inaccurate procedure. To improve destructive method, non-destructive techniques using transmitted guided ultrasonic waves were suggested. Note for the transmission method, the source for the generation of ultrasonic waves should be installed during the rock bolt construction. The purpose of this study is to investigate the reflection method using reflected guided ultrasonic waves to evaluate the integrity of the rock bolt grouted, and to compare the results evaluated by the reflection and transmission methods. The guided waves are generated by PZT element and received by AE sensor. The measured signals are analyzed by the wavelet transform. The results show that the energy velocities of guided ultrasonic waves increase with the defect ratio in both transmission and reflection method. The reflection method produces the lower velocity in all defect ratio. This research demonstrates that the reflection method may be suitable and easer method for the field tests.

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