Location of reinforcement and moisture assessment in reinforced concrete with a double receiver GPR antenna

被引:41
作者
Agred, K. [1 ]
Klysz, G. [1 ]
Balayssac, J-P [1 ]
机构
[1] INSA UPS Genie Civil, LMDC, 135 Ave Rangueil, F-31077 Toulouse 04, France
关键词
Concrete; GPR; Reinforcement; Location; Velocity; Calibration; Water content; GROUND-PENETRATING RADAR; WATER-CONTENT;
D O I
10.1016/j.conbuildmat.2018.08.190
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ground Penetrating Radar (GPR) is a popular technique in Civil Engineering for non-destructive investigations and more especially for the diagnosis of reinforced concrete structures. Its main applications are for the location of reinforcement and for measuring the thickness of elements. The advantage of GPR compared to other techniques, such as the use of a covermeter, is its rapidity of measurement, which allows large surfaces to be covered in a shorter time than with magnetic techniques, However, in a cornparison with covermeters, the main disadvantage of GPR is the difficulty of accurately assessing the depth of reinforcement without advanced processing, or/and calibration. In this study, we propose a new methodology for CPR measurement and processing that allows accurate location of reinforcement in depth and an assessment of wave velocity inside the cover concrete at the same time. The new method of measurement employs a double offset configuration by using two hi-static antennas. A specific algorithm was developed for the determination of reinforcement depth and velocity inside cover concrete at the same time. The algorithm is tested on a 3 in x 3 m reinforced concrete slab with cover thickness ranging from 15 to 80 mm. With the algorithm, it is possible to measure the depth of reinforcement to within less than 2 mm, whatever concrete thickness. By using a calibration procedure specifically developed in this study, the velocity can be used to assess the water content inside cover concrete with a core conditioned at different moisture contents. A conversion model is obtained between water content and velocity measured by transmission, which can be used at different places in the structure to assess moisture. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1119 / 1127
页数:9
相关论文
共 28 条
  • [1] Agred K., 2017, THESIS
  • [2] Balayssac J., 2018, Non-destructive Testing and Evaluation of Civil Engineering Structures
  • [3] Application of radar technology to reinforced concrete structures: a case study
    Barrile, V
    Pucinotti, R
    [J]. NDT & E INTERNATIONAL, 2005, 38 (07) : 596 - 604
  • [4] The use of georadar to assess damage to a masonry Bell Tower in Cremona, Italy
    Binda, L
    Zanzi, L
    Lualdi, M
    Condoleo, P
    [J]. NDT & E INTERNATIONAL, 2005, 38 (03) : 171 - 179
  • [5] Bungey J H., 2010, Testing of concrete in structures, VThird
  • [6] Buyukorturk O., 1996, STRUCT MAT TECHN NDT, P55
  • [7] Cariou J., 1997, B LAB PONTS CHAUSSEE, V211, P117
  • [8] Clemena C.C., 2003, HDB NONDESTRUCTIVE T
  • [9] Daniels J.J., 2004, GROUND PENETRATING R, V2nd
  • [10] Comparison of NDT techniques on a post-tensioned beam before its autopsy
    Dérobert, X
    Aubagnac, C
    Abraham, O
    [J]. NDT & E INTERNATIONAL, 2002, 35 (08) : 541 - 548