@inproceedings{46994c94b1194e69abc6e87e6214f7a7,
title = "Numerical modelling of wave-induced soil response around breakwater heads",
abstract = "The evaluation of wave-induced pore pressures and effective stresses in a porous seabed near breakwater heads is important for coastal engineers involved in the design of coastal structures. Most previous studies have been limited to two-dimensional (2D) or three-dimensional (3D) cases in front of a breakwater. In this paper, a three-dimensional numerical model for the wave-induced seabed response around breakwater heads is developed. The 3-D wave model was based on the Navier-Stoke equation with wave generation model. The seabed is simulated by the Biot{\textquoteright}s poro-elastic dynamic model. Both models are linked together to form the PORO-WSSI (3D) model. Based on the newly model, the soil permeability and the degree of saturation significantly affect the wave-induced oscillatory pore pressures.",
author = "Jeng, {D. S.} and Y. Zhang and Zhang, {J. S.} and C. Zhang and Liu, {P. L.F.}",
note = "Publisher Copyright: {\textcopyright} 2019, World Scientific. All rights reserved.; 6th International Conference on Asian and Pacific Coasts, APAC 2011 ; Conference date: 14-12-2011 Through 16-12-2011",
year = "2011",
doi = "10.1142/9789814366489_0093",
language = "English",
isbn = "9789814366489",
series = "Asian and Pacific Coasts, 2011 - Proceedings of the 6th International Conference",
publisher = "[publishername] World Scientific",
pages = "789--796",
editor = "Lee, {Joseph Hun-Wei} and Chiu-On Ng",
booktitle = "Asian and Pacific Coasts, 2011 - Proceedings of the 6th International Conference",
}