Damage patterns of river embankments due to the 2011 off the Pacific Coast of Tohoku Earthquake and a numerical modeling of the deformation of river embankments with a clayey subsoil layer

Author:

Oka F.,Tsai P.,Kimoto S.,Kato R.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference19 articles.

1. Armstrong, P.J., Frederick, C.O., 1966. A Mathematical Representation of the Multiaxial Baushinger Effect, C.E.G.B., Report RD/B/N 731.

2. An coupled MPM-FDM analysis method for multi-phase elasto-plastic soils;Higo;Soils and Foundations,2010

3. Finite element analysis of earthquake induced damage to anchored sheet pile quay walls;Iai;Soils and Foundations,1993

4. Investigation Committee of the 1978 Miyagiken-oki Earthquake at Tohoku Branch of JSCE, 1980. General Report on the 1978 Miyagiken-oki Earthquake.

5. Japan Institute of Construction Engineering (JICE), 2011. Third Urgent Exploratory Committee for the Earthquake Resistant Measure of River Embankments, August 27, 2011, Material-1 〈http://www.jice.or.jp/sonota/t1/201106210.html〉.

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