Centrifuge model tests concerning effect of gravel drains as liquefaction countermeasures to reduce embankment settlement against large earthquake ground motion and back-calculation using ALID-Reference-Cited by-同舟云学术

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Centrifuge model tests concerning effect of gravel drains as liquefaction countermeasures to reduce embankment settlement against large earthquake ground motion and back-calculation using ALID

Published:2024 Issue:57 Volume:10 Page:2159-2163
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Ishihara Masanori¹,Aoyagi Yudai¹,Maruta Ryo¹,Sasaki Tetsuya¹

Affiliation:

1. Public Works Research Institute

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/57/10_v10.OS-46-06/_pdf

Reference3 articles.

1. 1) Seed, H.B. and Booker, J.R. (1977): Stabilization of potentially liquefiable sand deposits using gravel drains, Journal of Geotechnical engineering division, ASCE, 103(GT7), 568–757.

2. 2) Public Works Research Institute (1997): Design and construction manual for liquefaction countermeasures for river levees (Draft), 3513, 42-57 (in Japanese).

3. 3) Yasuda, S, Nagase, H. Kiku, H. and Uchida, Y. (1992): The mechanism and a simplified procedure for the analysis of permanent ground displacement due to liquefaction, Soils and Foundations, 32(1), 149-160.

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