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.
