Detection of cavities around concrete sewage pipelines using impact-echo method

被引:27
作者
Kang, Jae Mo [1 ,2 ]
Song, Seokmin [1 ]
Park, Duhee [1 ]
Choi, Changho [2 ]
机构
[1] Hanyang Univ, Dept Civil & Environm Engn, 222 Wangsimni Ro, Seoul 04763, South Korea
[2] Korea Inst Civil Engn & Bldg Technol, Geotechn Engn Res Div, 283 Goyang Daero, Goyang Si 10223, Gyeonggi Do, South Korea
关键词
Impact-echo; Cavity; Sewage pipeline; Sustained duration; TRANSIENT-RESPONSE;
D O I
10.1016/j.tust.2017.02.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Impact-echo method has been successfully used to detect flaws in concrete and to evaluate the state of grout bonding in tunnels. It has not yet been used to detect underground cavities formed by leakage of pipelines, which is becoming a major problem in many urban environments. We perform model and field tests to evaluate whether the impact-echo method can be used to detect cavities around concrete sewage pipelines. Fourier spectrum was used to determine the resonant frequency and the short time Fourier transform was used to determine the temporal variation of the resonant frequency component. Results show that the presence of cavity cannot be reliably predicted from the wave time history or Fourier spectrum. The spectrogram is demonstrated to be a better indicator for detecting the presence of a cavity. The cavity induces a longer tail in the spectrogram because of a higher impedance contrast and a lower attenuation. We propose a new quantitative index based on the resonant frequency and the spectrogram, denoted as the sustained duration. Both model and field tests demonstrate that the cavity in wet soils can be successfully detected using the proposed index. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 11
页数:11
相关论文
共 23 条
[1]   Evaluation of grouting in tunnel lining using impact-echo [J].
Aggelis, D. G. ;
Shiotani, T. ;
Kasai, K. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2008, 23 (06) :629-637
[2]  
[Anonymous], 1997, Impact-echo, Non-destructive evaluation of concrete and masonry
[3]  
Carino N., 1986, International Advances in Nondestructive Testing, P117
[4]  
Carino N.J., 1994, P 5 M MALH S DETR, P632
[5]  
Carino N.J., 1997, CONCR CONSTRUCT ENG, V19, P67
[6]  
Carino NicholasJ., 2001, Proceedings of the 2001 Structures Congress Exposition, P21, DOI [10.1061/40558(2001)15, DOI 10.1061/40558(2001)15]
[7]   Influence of source frequency on impact-echo data quality for testing concrete structures [J].
Colla, C ;
Lausch, R .
NDT & E INTERNATIONAL, 2003, 36 (04) :203-213
[8]   Underground asset location and condition assessment technologies [J].
Costello, S. B. ;
Chapman, D. N. ;
Rogers, C. D. F. ;
Metje, N. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2007, 22 (5-6) :524-542
[9]  
Davis A., 1998, AM CONCR I
[10]   Condition assessment of the buried utility service infrastructure [J].
Hao, T. ;
Rogers, C. D. F. ;
Metje, N. ;
Chapman, D. N. ;
Muggleton, J. M. ;
Foo, K. Y. ;
Wang, P. ;
Pennock, S. R. ;
Atkins, P. R. ;
Swingler, S. G. ;
Parker, J. ;
Costello, S. B. ;
Burrow, M. P. N. ;
Anspach, J. H. ;
Armitage, R. J. ;
Cohn, A. G. ;
Goddard, K. ;
Lewin, P. L. ;
Orlando, G. ;
Redfern, M. A. ;
Royal, A. C. D. ;
Saul, A. J. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2012, 28 :331-344