English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

Two-dimensional hydraulic model tests were conducted to reveal the characteristics of the wave overtopping and the wave force on a wave splash barrier on a block mound seawall constructed for a coastal road. Numerical analysis by MPS methods were also carried out to estimate the hydrodynamic force on a running vehicle by wave action. Based on the test results, the necessary height of a wave splash barrier was shown as a function of the incident wave height. Wave pressure on a wave splash barrier can be calculated by Goda's formula with the modification factors.

WAVE FORCE AND NECESSARY HEIGHT OF WAVE SPLASH BARRIER ON BLOCK MOUND SEAWALL FOR A COASTAL ROAD