Presentations:

Dependence of the Stability of Mound Breakwaters on the Reflection Process
M. Benedicto
University of Granada

Stability of Rock Slopes with Shallow Foreshores
M. Van Gent
Delft Hydraulics

Wave Grouping and Spectral Shape Effects on the Stability of Rubble Mound Breakwaters
B. Ozbahceci
DLH Ins. Gn. Mdlugu, Arastirma Dairesi

Effects of Layer Thickness and Core Material on Stability of Wave Dissipating Concrete
S. Kubota
Tetra

Presentations:

Container Wharf Seismic Upgrade Plan at the Port of Los Angeles
P. Yin
Port of Los Angeles

Pier 300 Extension Using Dredged Materials from the Main Channel, Port of Los Angeles
J. Schneider
Furgo West

Joint Use of Instrumentation and Probabilistic Modeling Applied to a Container Wharf
L. Verdure
LGCNSN

Case Study  Performance Investigation of a Sunken Concrete Ship Cargo Handling Wharf at the Port of Newport, Oregon
M. Byington
BERGER/ABAM Engineers

Presentations:

Violent Wave Overtopping: CLASH Field Measurements at Samphire Hoe
T. Pullen
HR Wallingford

Hazards Resulting from Wave Overtopping  Field Measurements
J. Geeraerts
Ghent University

Full-Scale Wave Overtopping Measurements
J. DeRouck
Ghent University

Field Measurement of Wave Overtopping at Ostia Yacht Harbor Breakwater
L. Franco
University of Rome III