Pressure-induced forces and shear stresses on rubble mound breakwater armour layers in regular waves

B Jensen, ED Christensen, BM Sumer - Coastal engineering, 2014 - Elsevier
This paper presents the results from an experimental investigation of the pressure-induced
forces in the core material below the main armour layer and shear stresses on the armour …

An experimental study on the hydraulic stability of Icelandic-Type berm breakwaters

M Ehsani, MN Moghim, M Shafieefar - Coastal Engineering, 2020 - Elsevier
One of the key aspects of breakwater design and safety assessment is their stability
evaluation. In the present paper, hydraulic stability of a multi-layer berm breakwater (MLBB) …

Stability of berm type breakwater with cube blocks in the lower slope and berm

Y Yuksel, E Cevik, MRA van Gent, C Sahin, A Altunsu… - Ocean …, 2020 - Elsevier
In this study, the stability of cube armour units in the lower slope and berm of rubble mound
breakwaters with a berm was investigated for irregular and regular placement methods …

Increased wave load on the Gudong seawall caused by seabed scour

J Xu, J Sun, J Shi, G Li, X Wang, D Ding, C Wang… - Ocean …, 2022 - Elsevier
Seawalls play an important role in protecting coastal regions by resisting storm surge and
waves. However, a seawall can cause seabed erosion at its foot by facilitating hydrodynamic …

Towards modelling wave-induced forces on an armour layer unit of rubble mound coastal revetments

D Cao, J Yuan, H Chen - Ocean Engineering, 2021 - Elsevier
Wave-induced forces on an armour layer unit are key parameters for assessing the stability
of rubble mound coastal revetment, but how to predict them accurately and efficiently …

Mechanism of wave-induced flow in reshaping breakwaters

A Rahmani, MN Moghim… - Proceedings of the …, 2023 - icevirtuallibrary.com
The aim of this work was to investigate the reshaping mechanisms of a reshaping berm
breakwater (BB) by assessing the results of a two-dimensional numerical model in …

An experimental study of partly/hardly reshaping mass-armored double-berm breakwaters

A Mostaghiman, MN Moghim - Ocean Engineering, 2022 - Elsevier
A 2D experimental modeling of hardly/partly reshaping mono and double-berm breakwaters
is carried out in the wave flume by using irregular waves with the JONSWAP spectrum. A …

The influence of toe geometry on toe armour stability for conventional rubble mound breakwaters

MM Dokhani, MN Moghim, MR Chamani… - Proceedings of the …, 2024 - icevirtuallibrary.com
Rubble mound breakwaters have toe structures that support the armour layer and prevent
scouring damage, making toe failure a primary failure mode. Existing formulae for toe …

Flow and turbulence at rubble-mound breakwater armor layers under solitary wave

B Jensen, ED Christensen, B Mutlu Sumer… - Journal of Waterway …, 2015 - ascelibrary.org
This paper presents the results of an experimental investigation of the flow and turbulence at
the armor layer of rubble-mound breakwaters during wave action. The study focused on the …

Wave overtopping on reshaping berm breakwaters based on wave momentum flux

MN Moghim, RF Boroujeni, MMR Tabari - Applied Ocean Research, 2015 - Elsevier
In this paper, a new wave overtopping formula on reshaping berm breakwaters is derived
based on the assumption that the maximum wave momentum flux at the toe of the structure …