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유도초음파를 이용한 강관보강다단 그라우팅의 건전도 평가 (Integrity evaluation of grouting in umbrella arch methods by using guided ultrasonic waves)

Author(s):



Medium: journal article
Language(s): Korean
Published in: Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), , n. 3, v. 15
Page(s): 187-199
DOI: 10.9711/ktaj.2013.15.3.187
Abstract: Umbrella arch method (UAM) used for improving the stability of the tunnel ground condition has been widely applied in the tunnel construction projects due to the advantage of obtaining both reinforcement and waterproof. The purpose of this study is to develop the evaluation technique of the integrity of bore-hole in UAM by using a non-destructive test and to evaluate the possibility of being applied to the field. In order to investigate the variations of frequency depending on grouted length, the specimens with different grouted ratios are made in the two constraint conditions (free boundary condition and embedded condition). The hammer impact reflection method in which excitation and reception occur simultaneously at the head of pipe was used. The guided waves generated by hitting a pipe with a hammer were reflected at the tip and returned to the head, and the signals were received by an acoustic emission (AE) sensor installed at the head. For the laboratory experiments, the specimens were prepared with different grouted ratios (25 %, 50 %, 75 %, 100 %). In addition, field tests were performed for the application of the evaluation technique. Fast Fourier transform and wavelet transform were applied to analyze the measured waves. The experimental studies show that grouted ratio has little effects on the velocities of guided waves. Main frequencies of reflected waves tend to decrease with an increase in the grouted length in the time-frequency domain. This study suggests that the non-destructive tests using guided ultrasonic waves be effective to evaluate the bore-hole integrity of the UAM in the field.
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.9711/ktaj.2013.15.3.187.
  • About this
    data sheet
  • Reference-ID
    10394745
  • Published on:
    04/01/2020
  • Last updated on:
    24/01/2020
 
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