Risk Assessment of some Revetments in Southwest Wales, United Kingdom

Author:

Balas Can Elmar1,Balas Lale2

Affiliation:

1. Associate Professor, Civil Engineering Dept., Faculty of Engineering and Architecture, Gazi Univ., 06570 Ankara, Turkey.

2. Associate Professor and Vice Chairman, Civil Engineering Dept., Faculty of Engineering and Architecture, Gazi Univ., 06550 Ankara, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference36 articles.

1. A Sensitivity Study for the Second Order Reliability-Based Design Model of Rubble Mound Breakwaters

2. BMT. (1989). Carmarthen Bay coastal study stage III wind-wave climate data and Skomer wave buoy data British Maritime Technology Ceemaid Limited Carmarthen Wales U.K. 13–49.

3. BMT. (1996). Nash bank environmental assessment British Maritime Technology ARC Marine Limited United Marine Dredging Limited and British Dredging Aggregates Limited Cardiff U.K. 23–33.

4. Burcharth H. F. (1991a). “Development of a partial coefficient system for the design of rubble mound breakwaters.” Rep. of the Permanent International Association of Navigation Congresses Working group 12 of Permanent Technical Committee II sub-group F Bruxelle Belgium 22–27.

5. Burcharth H. F. (1991b). “Introduction of partial coefficients in the design of rubble mound breakwaters.” Proc. Conf. on Coastal Structures and Breakwaters Institution of Civil Engineers Thomas Telford London 43–81.

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