Cyclic shear property and seismic runout analysis for pumice fall deposit

Author:

Kasama Kiyonobu,Furukawa Zentaro,Yasufuku Noriyuki

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. Reconnaissance report on geotechnical damage caused by an earthquake with JMA seismic intensity 7 twice in 28 h;Mukunoki;Kumamoto, Japan, Soils and Foundations,2016

2. Contribution of micro structure to repeated loading effect on compacted allophaneous volcanic ash soil;Kitazono;Soils Found,1987

3. Earthquake-induced landslides: distribution, motion and mechanisms;Nakamura;Soils Found,2014

4. Mechanism of slope failures by the Naganoken-seibu Earthquake 1984 and the characteristics of pumice;Kawakami;Tsuchi-to-Kiso JGS, Ser. No.,1985

5. Strength-deformation characteristics of an undisturbed scoria and effects of sample disturbance;Kusakabe;JSCE,1991

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