A Review on Stability of Caisson Breakwater

dc.contributor.authorGedda, A.B.
dc.contributor.authorRao, M.
dc.contributor.authorRao, S.
dc.date.accessioned2026-02-08T16:50:41Z
dc.date.issued2018
dc.description.abstractA Breakwater can be designed for several different purposes; the basic function of such kind breakwater is to protect the water region against waves. It provides a tranquility condition for ships to navigate, moor, and for cargo handling. These vertical structures (caisson) are more economical compared to the rubble mound breakwater, especially in deeper water depths. There is a demand to expand existing ports or to make them more profound, to provide a sufficient tranquil harbor basin in deep-water due to increasing draught of large vessels. The material required for rubble mound breakwaters increase quadratic with depth, but the volume of the caisson is less than that needed for a rubble mound breakwater because the latter increases with the square of water depth. This paper concerned the previous design and failure mechanism on caisson breakwater and highlights the future studies for such kind of breakwater. © Springer Nature Singapore Pte Ltd. 2019.
dc.identifier.citationWater Resources and Environmental Engineering I: Surface and Groundwater, 2018, Vol., , p. 83-88
dc.identifier.isbn9789811320439
dc.identifier.isbn9789811320446
dc.identifier.urihttps://doi.org/10.1108/CDI-07-2024-0334
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/33947
dc.publisherSpringer Nature
dc.subjectCaisson breakwater
dc.subjectFailure mechanism
dc.subjectTranquility
dc.titleA Review on Stability of Caisson Breakwater

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