Abstract: Systematic comparison between the Minikin and Goda methods for prediction of horizontal breaking‐wave force on vertical wall structures is presented. The normalized wave forces are computed using both methods and presented ...

Abstract: The risk of damage during the construction phase of a coastal structure was investigated by utilizing Level II and III reliability methods. Structural risks were incorporated in the planning phase of coastal projects by ...

Abstract: When a single‐slope, rubble‐mound breakwater is subjected to waves that dislocate the stones but do not cause any overtopping, the damaged section may become stabilized at a certain level of wave attack, generating the “