At Rhyl, a tourist resort on the North Wales coast, the East Promenade is susceptible to damage by marine scouring processes. Concealed scour cavities were suspected following the sudden collapse of a segment of the promenade and the recognition of numerous depressions and zones of cracking elsewhere in the concrete pavement. The full threat posed to the integrity of the promenade and to the safety of pedestrians remained uncertain and costly reconstruction was anticipated. Ground-penetrating radar was used along a 260 m stretch of the promenade to determine the full extent of voiding beneath the surface.The geophysical survey delineated the known cavity and, contrary to expectations, demonstrated that the sub-slab voiding beneath the remainder of the promenade was relatively minor. The more subdued radar features encountered were interpreted as minor separation beneath slabs due to consolidation. The results provided a basis for design and construction of effective and inexpensive repairs to the promenade foundations that ensured the public safety.
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March 2001
Research Article|
March 01 2001
Ground-penetrating radar survey to detect sub-slab voids beneath the East Promenade at Rhyl
D. Nichol;
D. Nichol
Geotechnical Engineer
Engineering Services, Wrexham County Borough Council
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J. M. Reynolds
J. M. Reynolds
Geophysics Consultant
Reynolds Geo-Science Ltd
Mold
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Publisher: Emerald Publishing
Received:
December 15 1999
Accepted:
September 07 2000
Online ISSN: 1753-7800
Print ISSN: 1472-4561
© 2001 Thomas Telford Ltd
2001
Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering (2001) 148 (1): 47–56.
Article history
Received:
December 15 1999
Accepted:
September 07 2000
Citation
Nichol D, Reynolds JM (2001), "Ground-penetrating radar survey to detect sub-slab voids beneath the East Promenade at Rhyl". Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering, Vol. 148 No. 1 pp. 47–56, doi: https://doi.org/10.1680/wame.2001.148.1.47
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