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Geomechanics and Geoengineering: An International Journal

Volume 4, Issue 1, 2009

Special Issue: Advances in discrete element methods for geomechanics

Coupled FEMDEM/Fluids for coastal engineers with special reference to armour stability and breakage

Coupled FEMDEM/Fluids for coastal engineers with special reference to armour stability and breakage

DOI:
10.1080/17486020902767362
John-Paul Lathama*, Julian Mindela, Jiansheng Xianga, Romain Guisesa, Xavier Garciaa, Chris Paina, Gerard Gormana, Matthew Piggotta & Antonio Munjizab

pages 39-53

Available online: 09 Jul 2009

Abstract

Sea-level rise and increased storminess present huge challenges to coastal engineers worldwide. The seaward slope of many breakwaters and shoreline defence structures consists of thousands of interlocking units of concrete or rock making up a massive granular defence against wave attack. The units are placed freely to form an armour layer which is intended to both dissipate wave energy and remain structurally stable. Design guidance on the mass and shape of these units is based on empirical equations derived from Froude scale physical model tests. The two main failure modes for concrete armour layers are displacement (hydraulic instability) and breakage (structural instability) which are strongly coupled. Breakage mechanisms cannot all be faithfully reproduced under scaled physical models. Fundamental understanding of the forces governing such wave-structure interaction remains poor and unit breakages continue to baffle the designers of concrete armour units. This paper illustrates a range of DEM and FEMDEM methods being developed to model the granular solid skeleton of freely packed brittle units. Such discrete element methods are increasingly being used by engineers for solids modelling. They are especially powerful when coupled with a CFD model which can resolve ocean wave dynamics. The aim is to describe a framework for coupled modelling technologies applicable to coastal engineering problems. Preliminary simulation test cases, still at proof of concept stage, but based on a wealth of validation studies are presented. Thus, we report a snap-shot of progress towards a future where designers combine multi-physics numerical technology with knowledge from scaled physical models for a better understanding of wave energy turbulence, block movement, and internal stresses within armour units.

Keywords

 

Details

  • Available online: 09 Jul 2009

Author affiliations

  • a Department of Earth Science and Engineering, Imperial College, London, UK
  • b Department of Engineering, Queen Mary London University, London, UK

Librarians

Taylor & Francis Group