The inspection of retaining walls using GPR

被引:48
作者
Hugenschmidt, J. [1 ]
Kalogeropoulos, A. [1 ]
机构
[1] Empa, Swiss Fed Labs Mat Testing & Res, CH-8600 Dubendorf, Switzerland
关键词
GPR; Retaining walls; Rock anchors; Rebar; Data fusion;
D O I
10.1016/j.jappgeo.2008.09.001
中图分类号
P [天文学、地球科学];
学科分类号
070403 [天体物理学];
摘要
In hilly regions, retaining walls along roads, motorways and railway lines are numerous. In some cases the knowledge of the details of the construction is limited. If rehabilitation work becomes necessary, a detailed knowledge of the construction is desirable for the improved planning of maintenance and repair. This paper describes the application of Ground Penetrating Radar (GPR) for the inspection of retaining walls. The work was carried out in two steps. First, an investigation was carried Out Oil large retaining walls at a Swiss motorway within the framework of a service contract. This included the development of an apparatus enabling high precision positioning of the antennas oil the walls. Second, a pilot Study Was performed oil a smaller Wall with optimized acquisition and processing parameters. This included the use of antennas with different orientations and the fusion of the two corresponding datasets as well as true 3-D data processing. This paper describes the approaches to data acquisition and processing in the form of the two case studies. Results from different acquisition and processing strategies are compared and the benefits and limits are discussed. (C) 2008 Elsevier B.V. All rights reserved.
引用
收藏
页码:335 / 344
页数:10
相关论文
共 9 条
[1]
Daniels D.J., 2004, Ground Penetrating Radar
[2]
DGZfP, 2008, MERKBL RAD ZERST PRU
[3]
GPR inspection of concrete bridges [J].
Hugenschmidt, J ;
Mastrangelo, R .
CEMENT & CONCRETE COMPOSITES, 2006, 28 (04) :384-392
[4]
KOHL C, 2003, P NDT CE 2003 16 19
[5]
A THEORY FOR MULTIRESOLUTION SIGNAL DECOMPOSITION - THE WAVELET REPRESENTATION [J].
MALLAT, SG .
IEEE TRANSACTIONS ON PATTERN ANALYSIS AND MACHINE INTELLIGENCE, 1989, 11 (07) :674-693
[6]
*OS IM SOFTW, OP SOURC VERS 3 1
[7]
Perrin S, 2000, IEEE SYS MAN CYBERN, P2940, DOI 10.1109/ICSMC.2000.884447
[8]
Sandmeier K.J., 2007, REFLEXW MANUAL VERSI
[9]
TAFFE A, 2003, P NDT CE 2003 16 19