Analysis on Permanent Deformation of Embankments Caused by Earthquakes

Author:

Kuwano Jiro,Ishihara Kenji,Haya Hiroshi,Izu Futoshi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference14 articles.

1. Report on the failure of Kotobukiyama landfill in Shiroishi caused by Miyagiken-oki earthquake, 1978;Asada,1981

2. Sand liquefaction due to irregular excitation;Ishihara;Soils and Foundations,1972

3. Fundamentals of Soil Dynamics;Ishihara,1976

4. Soil response in cyclic loading induced by earthquakes, traffic and waves;Ishihara,1983

5. On damages to housing sites by the Off-Miyagi earthquake of June 12, 1978;Kawakami;Natural Disaster Science,1979

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1. Recent Advances in the Methods of Slope Stability and Deformation Analyses;Understanding and Reducing Landslide Disaster Risk;2020-12-23

2. Velocity-based time-discontinuous Galerkin space-time finite element method for elastodynamics;Soils and Foundations;2018-04

3. Practical method and application study for predicting cyclic accumulative deformations of the saturated soft clay;Journal of Mountain Science;2017-09-27

4. Numerical Methods;Soils and Foundations;2010-12

5. CASE STUDIES FOR EARTHQUAKE-INDUCED PERMANENT DISPLACEMENTS OF EMBANKMENT SLOPES;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2009

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