Centrifuge model tests and large deformation analyses of a breakwater subject to combined effects of tsunami: Fid-Bau Portal

Centrifuge model tests and large deformation analyses of a breakwater subject to combined effects of tsunami

Ueda, Kyohei / Iai, Susumu / Tobita, Tetsuo

Abstract In this study, centrifuge model tests and effective stress analyses are performed on a tsunami-affected breakwater similar to those that were seriously damaged during the magnitude-9.0 East Japan Earthquake in 2011. The centrifuge model tests are performed at a scale of 1/200 to simulate the failure of the breakwater. This study is a significant improvement on a previous one by the same authors. The centrifuge model tests now allow the seepage flow to be blocked as well as admitted, and the effective stress analyses are now performed based on the finite strain formulation in order to take large deformations into account instead of just the infinitesimal strain formulation that is applicable only to small displacements. Both the centrifuge model tests and the effective stress analyses demonstrate the important part played by the seepage of pore water in the failure of the rubble mound, in addition to the wave force of the tsunami action. In particular, it is shown that the breakwater damage of 2011 could have been prevented or at least mitigated by preventing seepage flow in the rubble mound.

Highlights • Centrifuge model tests are performed on a breakwater subjected to tsunami. • Effective stress large deformation analyses are also carried out. • The failure mechanism in the rubble mound due to seepage flow is demonstrated. • Damage to the breakwater is significantly reduced without the seepage flow.