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Paper
Title

NUMERICAL EVALUATION OF SEISMIC BEHAVIOR OF RUBBLE MOUND BREAKWATER RESTED ON LIQUEFIABLE SEABED SOIL LAYER

Year: 1398
COI: SEE08_059
Language: EnglishView: 140
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Authors

Babak Ebrahimian - Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University (SBU), Tehran, Iran
Armin Hosseinpanahi - Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University (SBU), Tehran, Iran

Abstract:

This paper presents the numerical modelling of the seismic behaviour of rubble mound breakwater on liquefiable seabed foundation. Numerical simulations are conducted using explicit finite difference method and non-linear UBCSAND model. The model can capture pore water pressure build up and seismic liquefaction behaviour during effective stress based analyses. Rayleigh damping is incorporated in the model to increase the level of hysteretic damping. The calibration of constructed numerical model against centrifuge test data are presented. Afterwards, the seismic response of a rubble mound breakwater rested on a liquefiable soil layer with varying thickness is evaluated and discussed. The obtained results show that deeper failure occurs in thicker liquefiable layer beneath the breakwater

Keywords:

Rubble-mound, Breakwater, Liquefaction, Seismic deformation, Earthquake

Paper COI Code

This Paper COI Code is SEE08_059. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/1022416/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Ebrahimian, Babak and Hosseinpanahi, Armin,1398,NUMERICAL EVALUATION OF SEISMIC BEHAVIOR OF RUBBLE MOUND BREAKWATER RESTED ON LIQUEFIABLE SEABED SOIL LAYER,8th International Conference on Seismology and Earthquake Engineering,Tehran,,,https://civilica.com/doc/1022416

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Type of center: دانشگاه دولتی
Paper count: 19,278
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