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Three-dimensional modeling of wave-induced residual seabed response around a mono-pile foundation

  • Published:2017-10 Issue: Volume:128 Page:1-21
  • ISSN:0378-3839
  • Container-title:Coastal Engineering
  • language:en
  • Short-container-title:Coastal Engineering

Author:

Zhao H.Y.,Jeng D.-S.,Liao C.C.,Zhu J.F.

Funder

National Science Foundation of China

Hohai University

Griffith University

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference39 articles.

1. Aspects of unstructured grids and finite-volume solvers for the euler and navier-stokes equations;Barth,1992

2. General theory of three-dimensional consolidation;Biot;J. Appl. Phys.,1941

3. Numerical study for wave-induced seabed response around offshore wind turbine foundation in donghai offshore windfarm, Shanghai, China;Chang;Ocean. Eng.,2014

4. Time integration algorithm for structural dynamics with improved numerical dissipation: the generalized-α method;Chung;J. Appl. Mech. Trans. ASME,1993

5. COMSOL Multiphysics;COMSOL,2010
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