Analyses of the improvement effectiveness of Sand Compaction Pile method in past earthquakes and recent findings-Reference-Cited by-同舟云学术

Analyses of the improvement effectiveness of Sand Compaction Pile method in past earthquakes and recent findings

Published:2024 Issue:45 Volume:10 Page:1700-1705
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Harada Kenji¹,Yabe Hiroshi¹,Suga Shogo¹,Tomita Akihiro¹,Koseki Junichi²

Affiliation:

1. Fudo Tetra Corporation

2. University of Tokyo

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/45/10_v10.OS-34-06/_pdf

Reference15 articles.

1. 1) Asazuma, R., Yoshitomi, Y., Harada, K., Yamashita, K. (2018): Re-examination on evaluation of liquefaction resistance of improved ground by compacted sand pile method, Proceedings of the Annual Meeting of Architectural Institute of Japan, 573-574. (in Japanese)

2. 2) Architectural Institute of Japan, AIJ, 2006. Recommendations for Design of Ground Improvement for Building Foundations, RDGIBF, 363-364. (in Japanese)

3. 3) Ezoe, A., Umeda, H., Harada, K., Sato, T. and Otani, J. (2022): X-ray CT model tests on microstructural change in compacted ground improved by SCP method, Journal of Geotechnical Engineering, 17(4), 523-536. (in Japanese)

4. 4) Harada, K., Ishikawa, K., Yasuda, S., Nagai, S. (2016): Case study on evaluation of compaction improvement effectiveness by residual deformation evaluation method for liquefaction, Annual Conference of Japan Society of Civil Engineering, 437-438. (in Japanese)

5. 5) Harada, K. (2021): Changes and findings of research on improvement effect of SCP (Sand Compaction Pile) method, Foundation Engineering (Kiso-ko), Vol. 49, 48-51. (in Japanese)