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Coupled Hydrodynamic–Geotechnical Analysis of Vertical Breakwater Stability under Solitary Wave Impact
Publisher: American Society of Civil Engineers
Abstract: Abstract When subjected to extreme wave loading, vertical breakwaters are prone to shear failure
in their foundations, while the caisson body may experience sliding or overturning.
Despite extensive research on breakwater ...
Analytical Model of the Dynamic Response of a Long Immersed Tunnel through Various Soil Regions Considering the Traveling Wave Effect
Publisher: American Society of Civil Engineers
Abstract: Abstract The immersed tunnels of Hong Kong–Zhuhai–Macao Bridge and the Shenzhen–Zhongshan Channel
have lengths up to 6–7 km along the longitudinal direction and cross several soil
regions. The traveling wave effect is ...
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