Year: 2025
Type: article
Abstract: Tsunamis are long and large ocean waves triggered by earthquakes or landslides, causing severe damage to coastal areas. To tackle this threat, several prevention methods have been developed to mitigate the effect of tsunamis, including the design of coastal structures such as breakwaters. Among these structures, caisson composite-type breakwaters have emerged as a popular choice for tsunami-resisting measures. This structure has demonstrated its crucial role in mitigating the impact of tsunami waves and safeguarding coastal areas. Extensive research has shown that this breakwater type, along with similar structures, plays a vital role in reducing the tsunami impact. Regrettably, the full understanding of the behaviour of this protection breakwater, and similar structures, during tsunami events is still not fully known. Past studies mainly focused on tsunamis with crest-only waves, neglecting the trough-lead waves and related phenomena like seepage forces. This seepage can affect breakwater stability. This report uses 3D models in MIDAS GTS NX software to analyze breakwaters under tsunami waves both trough-lead and crest-only. The analysis encompasses seepage-stress coupling and is validated against experimental data provided by the MAKEWAVE team using a tsunami simulator in HR Wallingford.
Source: Coastal Engineering Proceedings
Institution: University College London
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: diamond
OpenAlex ID: W4410867069