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      유도파를 이용한 시간-주파수 영역 해석을 통한 록볼트 건전도 실험의 경암지반 현장 적용성 평가 = Rock Bolt Integrity Assessment in Time-Frequency Domain : In-situ Application at Hard Rock Site

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      https://www.riss.kr/link?id=A104619715

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      다국어 초록 (Multilingual Abstract)

      As rock bolts become one of the main support systems in tunnels and underground structures, the integrity of the rock bolts affects the safety of these structures. The purpose of this study is the evaluation of rock bolt integrity using wavelet transf...

      As rock bolts become one of the main support systems in tunnels and underground structures, the integrity of the rock bolts affects the safety of these structures. The purpose of this study is the evaluation of rock bolt integrity using wavelet transforms of the guided ultrasonic waves by using transmission test in the field. After several rock bolts with various defect ratios are embedded into a large scale concrete block and rock mass, guided waves are generated by a piezo disk element and measured by an acoustic emission (AE) sensor. The captured signals are analyzed in the time-frequency domain using the wavelet transform based on a Gabor wavelet. Peak values in the time-frequency domain represent the interval of travel time of each echo. The energy velocities of the guided waves increase with an increase in the defect ratio. The suitable curing time for the evergy velocity analysis is proposed by the laboratory test, and in-situ tests are performed in two tunnelling sites to verify the applicability of rock bolt integrity tests performed after proposed curing time. This study proves that time-frequency domain analysis is an effective tool for the evaluation of the rock bolt integrity.

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      참고문헌 (Reference)

      1 Beard, M. D., "Ultrasonic guided waves for inspection of grouted tendon and bolts" ASCE 15 (15): 212-218, 2003

      2 Zhang, C. S., "Numerical simulation of wave propagation in grouted rock bolts and the effects of mesh density and wave frequency" 43 (43): 634-639, 2006

      3 Beard, M. D., "Non-destructive testing of rock bolts using guided ultrasonic guided waves" 40 : 527-536, 2003

      4 Han, S. I., "Non-destructive evaluation for rock bolt integrity using time-frequency analysis of guided ultrasonic dispersive waves" 439-448, 2007

      5 Sato, M., "Mathematical foundation of wavelets" 47 (47): 405-423, 1991

      6 Han, S. I., "Integrity evaluation of rockbolts encapsulated by cement-mortar grouting using ultrasonic guided waves" 177-178, 2006

      7 Jeong, H. J., "Fracture source location in thin plates using the wavelet transform of dispersive waves" 47 (47): 612-619, 2000

      8 Inoue, H., "Experimental wavelet analysis for flexural waves in beams" 36 (36): 212-217, 1996

      9 Wang, L., "Elastic wave propagation in composites and least-square damage location technique" North Carolina State University 2004

      10 Thurner, H. F., "Boltometer-instrument for non-destructive testing of grouted rock bolts" 135-143, 1988

      1 Beard, M. D., "Ultrasonic guided waves for inspection of grouted tendon and bolts" ASCE 15 (15): 212-218, 2003

      2 Zhang, C. S., "Numerical simulation of wave propagation in grouted rock bolts and the effects of mesh density and wave frequency" 43 (43): 634-639, 2006

      3 Beard, M. D., "Non-destructive testing of rock bolts using guided ultrasonic guided waves" 40 : 527-536, 2003

      4 Han, S. I., "Non-destructive evaluation for rock bolt integrity using time-frequency analysis of guided ultrasonic dispersive waves" 439-448, 2007

      5 Sato, M., "Mathematical foundation of wavelets" 47 (47): 405-423, 1991

      6 Han, S. I., "Integrity evaluation of rockbolts encapsulated by cement-mortar grouting using ultrasonic guided waves" 177-178, 2006

      7 Jeong, H. J., "Fracture source location in thin plates using the wavelet transform of dispersive waves" 47 (47): 612-619, 2000

      8 Inoue, H., "Experimental wavelet analysis for flexural waves in beams" 36 (36): 212-217, 1996

      9 Wang, L., "Elastic wave propagation in composites and least-square damage location technique" North Carolina State University 2004

      10 Thurner, H. F., "Boltometer-instrument for non-destructive testing of grouted rock bolts" 135-143, 1988

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1998-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.31 0.31 0.28
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.28 0.564 0.12
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