@inbook {Torbahn2014a,
	title = {{Submarine Mass Movements and Their Consequences}},
	booktitle = {Submarine Mass Movements and Their Consequences},
	series = {Advances in Natural and Technological Hazards Research},
	volume = {37},
	year = {2014},
	month = {jul},
	pages = {85{\textendash}94},
	publisher = {Springer International Publishing},
	organization = {Springer International Publishing},
	address = {Cham},
	abstract = {6th International Symposium on Submarine Mass Movements and Their Consequences (ISSMMTC), 23-25 September 2013, Kiel, Germany.{\textendash} 9 pages},
	keywords = {Discrete element method, failure, mechanism, pore volume change, sediment fabric, sediment strength},
	isbn = {978-3-319-00971-1},
	doi = {10.1007/978-3-319-00972-8},
	url = {http://link.springer.com/10.1007/978-3-319-00972-8},
	author = {Torbahn, Lutz and Huhn, Katrin},
	editor = {Krastel, Sebastian and Behrmann, Jan-Hinrich and V{\"o}lker, David and Stipp, Michael and Berndt, Christian and Urgeles, Roger and Chaytor, Jason and Huhn, Katrin and Strasser, Michael and Harbitz, Carl Bonnevie}
}
@article {Latham2009,
	title = {{Coupled FEMDEM/Fluids for coastal engineers with special reference to armour stability and breakage}},
	journal = {Geomechanics and Geoengineering},
	volume = {4},
	number = {1},
	year = {2009},
	month = {mar},
	pages = {39{\textendash}53},
	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 scalled physical models for a better understanding of wave energy turbulence, block movement, and internal stresses within armour units.},
	keywords = {Breakwaters, Concrete armour units, Discrete element method, Finite element method, Fluid coupling, Ware-structure interaction},
	issn = {1748-6025},
	doi = {10.1080/17486020902767362},
	url = {http://www.scopus.com/inward/record.url?eid=2-s2.0-68149172944\&partnerID=tZOtx3y1},
	author = {Latham, John-Paul and Mindel, Julian and Xiang, Jiansheng and Guises, Romain and Garcia, Xavier and Pain, Chris and Gorman, Gerard and Piggott, Matthew and Munjiza, Antonio}
}
