Effects of duration and acceleration level of earthquake ground motion on the behavior of unreinforced and reinforced breakwater foundation

Author:

Chaudhary Babloo,Hazarika Hemanta,Nishimura Kengo

Funder

Japan Iron and Steel Federation

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference22 articles.

1. Composite ground disasters caused by the earthquake and tsunami in Aomori, Iwate Prefecture, northern;Hazarika;Geotech Eng J,2012

2. Damage to geotechnical structures in waterfront areas of northern Tohoku due to the march 11, 2011 tsunami disaster;Hazarika;Indian Geotech J,2013

3. Damages in south-central coastal area of Iwate prefecture in 2011 Off the Pacific Coast of Tohoku Earthquake;Hara;Jpn Geotech J,2012

4. Takahashi S, Kuriyama Y, Tomita T, Kawai Y, Arikawa T, Tatsumi D, Negi T. Urgent survey for 2011 Great East Japan earthquake and tsunami disaster in ports and coasts part I (tsunami). Technical note 1231. Japan: Port and Airport Research Institute; 2011. p. 1–9.

5. Arikawa T, Sato M, Shimosako K, Hasegawa I, Yoem GS, Tomita T. Failure mechanism of Kamaishi breakwater due to the great east Japan earthquake tsunami. In: Proceedings of the 33rd conference on coastal engineering. Spain: Santander; 2012. p. 1–13.

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