A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Instability of a Caisson-Type Breakwater Induced by an Earthquake–Tsunami Event
AbstractThe Tohoku coastal area in Japan suffered massive damage in the Great Tohoku Earthquake, in which a prolonged major earthquake was followed by a large tsunami. The damage mechanisms of coastal structures during earthquake–tsunami events have not been fully explained. Thus, this study elucidates the damage mechanism of breakwaters by focusing on the interactions among earthquake–tsunami events, caisson structures, and soil composed of rubble mounds and seabed components. Centrifuge model tests, finite-element analyses, and smoothed particle hydrodynamics simulations with tsunami–soil–structure interactions were performed. The simulated breakwater was destabilized by not only wave pressure, but also long-acting tsunami seepage flow and overflow into the rubble mound and the seabed. These processes resulted in scour and fluidization/liquefaction, which decreased the bearing capacity. Moreover, the liquefaction resulting from earthquake motion caused caisson subsidence and excess pore water pressure in the soil components before the tsunami occurred. These problems decrease the ability of breakwaters to provide protection against tsunamis.
Instability of a Caisson-Type Breakwater Induced by an Earthquake–Tsunami Event
AbstractThe Tohoku coastal area in Japan suffered massive damage in the Great Tohoku Earthquake, in which a prolonged major earthquake was followed by a large tsunami. The damage mechanisms of coastal structures during earthquake–tsunami events have not been fully explained. Thus, this study elucidates the damage mechanism of breakwaters by focusing on the interactions among earthquake–tsunami events, caisson structures, and soil composed of rubble mounds and seabed components. Centrifuge model tests, finite-element analyses, and smoothed particle hydrodynamics simulations with tsunami–soil–structure interactions were performed. The simulated breakwater was destabilized by not only wave pressure, but also long-acting tsunami seepage flow and overflow into the rubble mound and the seabed. These processes resulted in scour and fluidization/liquefaction, which decreased the bearing capacity. Moreover, the liquefaction resulting from earthquake motion caused caisson subsidence and excess pore water pressure in the soil components before the tsunami occurred. These problems decrease the ability of breakwaters to provide protection against tsunamis.
Instability of a Caisson-Type Breakwater Induced by an Earthquake–Tsunami Event
Tsurugasaki, Kazuhiro (author) / Matsuda, Tatsuya / Miyake, Michio / Miyamoto, Junji / Maeda, Kenichi / Sumida, Hiroko
2016
Article (Journal)
English
Instability of a Caisson-Type Breakwater Induced by an Earthquake–Tsunami Event
| Online Contents | 2016
Stability of caisson-type breakwater foundation under tsunami-induced seepage
| British Library Online Contents | 2014