Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials

Author:

Sakai Takayuki,Inukai Shogo,Inagaki Motohiro,Nakano Masaki

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. Asaoka, A., Noda, T., 2007. All soils all states all round geo-analysis integration. In: Proc. Int. Workshop on Constitutive Modeling -Development, Implementation, Evaluation, and Application, Hong Kong, China, 11-27.

2. Asaoka, A., Nakano, M., Noda, T., 1998. Super loading yield surface concept for the saturated structured soils. In: Proceedings of the 4th European Conference on Numerical Methods in Geotechnical Engineering-NUMGE98, 232-242.

3. Superloading yield surface concept for highly structured soil behavior;Asaoka;Soils Found.,2000

4. An elasto-plastic description of two distinct volume change mechanisms of soils;Asaoka;Soils Found.,2002

5. Corrosion Degree Effect on Nominal and Effective Strengths of Naturally Corroded Reinforcement;Balestra;J. Mater. Civ. Eng.,2016

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