Development of Resilient Breakwater against Earthquake and Tsunami-Reference-Cited by-同舟云学术

Development of Resilient Breakwater against Earthquake and Tsunami

Published:2019-01 Issue:1 Volume:19 Page:04018188
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chaudhary Babloo¹,Hazarika Hemanta²,Murakami Akira³,Fujisawa Kazunori⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Karnataka (NITK), Surathkal 575025, India; formerly, Postdoctoral Fellow, Division of Environmental Science and Technology, Kyoto Univ., Kyoto 606-8502, Japan (corresponding author).

2. Professor, Dept. of Civil Engineering, Kyushu Univ., Fukuoka 819-0396, Japan.

3. Professor, Division of Environmental Science and Technology, Kyoto Univ., Kyoto 606-8502, Japan.

4. Associate Professor, Division of Environmental Science and Technology, Kyoto Univ., Kyoto 606-8502, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001314

Reference31 articles.

1. Arikawa T. M. Sato K. Shimosako I. Hasegawa G. S. Yoem and T. Tomita. 2012. “Failure mechanism of Kamaishi breakwater due to the great East Japan earthquake tsunami.” In Proc. 33rd Conf. on Coastal Engineering. Reston VA: ASCE.

2. Co-seismic and post-seismic behavior of a wall type breakwater on a natural ground composed of liquefiable layer;Bao X.;Nat. Hazards,2016

3. Strain Behavior of Backfill Soil in Rigid Faced Reinforced Soil Walls Subjected to Seismic Excitation

4. Byrne P. M. 1991. “A cyclic shear-volume coupling and pore-pressure model for sand.” In Proc. of the 2nd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Rolla MO: Missouri Univ. of Science and Technology.

5. Centrifuge modelling for stability evaluation of a breakwater foundation subjected to an earthquake and a tsunami

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