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Comparison of Failure Mechanisms of Coastal Structures due to the 2004 Indian Ocean and 2011 Tohoku Tsunami Events

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dc.contributor.author Lim, G
dc.contributor.author Premaratne, B
dc.contributor.author Jayaratne, R
dc.contributor.author Marriott, M
dc.contributor.author Shibayama, T
dc.date.accessioned 2016-01-04T15:01:03Z
dc.date.available 2016-01-04T15:01:03Z
dc.date.issued 2016-01-04
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/11571
dc.description.abstract Abstract: By analysing and comparing the results of post-disaster field studies and literature regarding the mechanisms by which coastal structures failed due to the 2004 Indian Ocean Tsunami and the 2011 Tohoku Tsunami events (the focus being on defence structures where applicable), trends were identified and examined. This paper highlights the most commonly occurring / major failure mechanisms identified in the various locations affected by the two tsunami events. The failure modes found in over twenty locations throughout the Fukushima, Iwate and Miyagi Prefectures of Japan were categorised into seven failure modes: a) leeward toe scour, b) crown armour failure, c) leeward armour failure, d) parapet wall failure, e) overturning, f) seaward toe scour, and g) sliding. Leeward toe scour was found to be the major failure mechanism in seawalls and dikes, and sliding was found to be the major failure mechanism in concrete breakwaters. The failure modes found throughout regions affected by the Indian Ocean Tsunami were categorised into five failure mechanisms: a) scouring of foundations, b) beam/column failure, c) joint failure, d) wall failure, and e) total disintegration. The ‘total disintegration’ caused by seismic forces, debris collision and hydrodynamic forces was the major failure mode throughout the studied regions. Some of the major tsunami induced forces found to have been among the causal factors of structural failure included hydrostatic and hydrodynamic forces. Flow velocities as high as 13.4m/s were found in areas of Japan, and flow velocities of up to 10.4m/s were found in regions affected by the 2004 Indian Ocean Tsunami. Potential strengthening measures were suggested for structures such as seawalls and coastal dikes, which were most vulnerable to scouring at the toe. By producing armoured components to protect the toe of the structures, they would become less susceptible to toe scour failure. en_US
dc.language.iso en en_US
dc.subject Coastal structures, Failure mechanisms, 2004 Indian Ocean tsunami, 2011 Tohoku tsunami, Toe scour, Total disintegration. en_US
dc.title Comparison of Failure Mechanisms of Coastal Structures due to the 2004 Indian Ocean and 2011 Tohoku Tsunami Events en_US
dc.type Conference-Full-text en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Engineering en_US
dc.identifier.year 2015 en_US
dc.identifier.conference 6th International Conference on Structural Engineering and Construction Management 2015 en_US
dc.identifier.place kandy en_US
dc.identifier.pgnos 8 en_US
dc.identifier.email r.jayaratne@uel.ac.uk en_US


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