Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Breakwater Innovation Design Using a Geotextile Tube as a Core

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities

ABSTRACT

This paper presents the development of an innovative design to adopt geotextile tubes as core in a concrete Core-Loc breakwater. The concept was considered as both a valuable engineering exercise (cost and time saving) to take advantage of abundance of both dredged material and volcanic sand at the remote project site. The paper details the number of design challenges that were considered through the breakwater’s design development and 2D physical modelling study. A comparison is then presented between the geotextile tube breakwater and a traditional breakwater of rock core, with resulting conclusions and recommendations.

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ACKNOWLEDGEMENT

The authors would like to express their appreciation to the Government of Montserrat for their support. The authors are particularly grateful to Maccuri and TenCate for their valuable support and advice. Thanks also goes to Professor H Oumeraci of Technical University Braunschweig, Germany, and Dr J. Fowler of Geotec Associates, for his valuable paper and advice. Finally, we are also grateful for our colleagues Dr Songtao Yang, Dr Say-chong Lee, Dr Bayram Attila, Dr Luce Bassetti and Dr Yang Zhang for assisting us on the development of the project.

REFERENCE

1.
Alvarez, E., R. Rudio, H. Ricalde (2006), “Shoreline Restored with Geotextile Tubes as Submerged Breakwaters”, Geosynthetics, 2006.
2.
CEM (2003), “Coastal Engineering Manual- Part VI- Chapter 5- Fundamentals of Design”, U.S. Army Corps of Engineers, 332p.
3.
CIRIA (2007), The Rock Manual, “The Use of Rock in Hydraulic Engineering” 2nd edition, CIRIA C683., 1268p
4.
Eurotop (2007), “Wave Overtopping of Sea Defence Structures and Related Structures: Assessment Manual”. 178p
5.
Fowler, J., Stephens, T., Santiago, M. and De Bruin, P. (2002), Amwaj Islands constructed with geotubes, Bahrein, CEDA Conference, Denver, USA.
6.
Oumeraci, H., A. Kortenhaus (2011): Core made of geotextile sand containers for rubble mound breakwaters and seawalls: effect on armor stability and hydraulic performance. Ocean Engineering, 38 (2011), 159-170.
7.
Pilarczyk, K.W., 2005 “Coastal Stabilization and Alternative Solutions in International Perspective”, Arabian Coast 2005 Keynote Address, Verhagen
8.
Powell, K., Allsop, W (1985), Low-crest breakwaters, hydraulic performance and stability, Wallingford, U.K., Hydraulic Research Wallingford, SR 57.
9.
Tencate “Geosynthetics for Coastal and Marine Engineering”, Tencate

Information & Authors

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Published In

Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 787 - 798
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

History

Published online: Jul 11, 2017
Published in print: Jul 11, 2017

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Authors

Affiliations

Daoxian D. Shen
Halcrow (A CH2M HILL Company), 22 Cortlandt St., New York, NY 10007, U.S.A.
Edward Albada
Halcrow (A CH2M HILL Company), Port of Spain, Trinidad and Tobago
Ron Beardsley
Director of Public Works, Government of Montserrat, Montserrat, West Indies
Liang He
Halcrow (A CH2M HILL Company), 22 Cortlandt St., New York, NY 10007, U.S.A.
Padhraic O’Connor
Former staff of the Council for Scientific and Industrial Research (CSIR), South Africa

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