Monitoring Excess Pore Water Pressure During Seismic Events to Assess Liquefaction Potential in Reclaimed Land-Reference-Cited by-同舟云学术

Monitoring Excess Pore Water Pressure During Seismic Events to Assess Liquefaction Potential in Reclaimed Land

Published:2024 Issue:16 Volume:10 Page:546-551
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Kamura Akiyoshi¹,Kikumoto Mamoru²,Unno Toshiyasu³,Matsumaru Takaki⁴,Yoshida Shoji⁵

Affiliation:

1. Tohoku University

2. Yokohama National University

3. Utsunomiya University

4. Railway Technical Research Institute

5. Metropolitan Expressway Co., Ltd

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/16/10_v10.OS-5-09/_pdf

Reference6 articles.

1. 1) Iai, S. and Kurata, E. (1991): Pore Water Pressures and Ground Motions Measured during the 1987 Chiba-Toho-Oki Earthquake, TECHNICAL NOTE OF THE PORT AND HARBOUR RESEARCH INSTITUTE MINISTRY OF TRANSPORT, JAPAN, No.718 (in Japanese).

2. 2) Ishihara, K., Shimizu, K. and Yamada, Y. (1981): Pore water pressures measured in sand deposits during an earthquake, Soils and Foundations, 21(4), 85-100.

3. 3) Ishihara, K., Anazawa, Y. and Kuwano, J. (1987): Pore water pressure and ground motions monitored during the 1985 Chiba-Ibaragi earthquake, Soils and Foundations, 27(3), 13-30.

4. 4) JARA, Japan Road Association (2016): SPECIFICATIONS FOR HIGHWAY BRIDGES, PART V, SEISMIC DESIGN.

5. 5) Kamura, A., Kurihara, G., Mori, T., Kazama, M., Kwon, Y., Kim, J. and Han, J. (2021): Exploring the possibility of assessing the damage degree of liquefaction based only on seismic records by artificial neural networks, Soils and Foundations, 61(3), 658-674.

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1. Liquefaction behavior using elemental shear test and dynamic response analysis during seismic events to assess liquefaction potential in reclaimed land;Japanese Geotechnical Society Special Publication;2024