粒度分布が異なる砂質土の液状化特性に与える締固め層厚の影響-Reference-Cited by-同舟云学术

粒度分布が異なる砂質土の液状化特性に与える締固め層厚の影響

Published:2023-06-01 Issue:2 Volume:18 Page:109-121
ISSN:1880-6341
Container-title:Japanese Geotechnical Journal
language:en
Short-container-title:Jiban Kogaku Janaru

Author:

SASAKI Tomoko¹,KAWAMURA Shima²,MATSUMURA Satoshi³,KOSEKI Junichi⁴

Affiliation:

1. Earth Prime Co., Ltd., Technical Center

2. Muroran Institute of Technology, Graduate School of Engineering

3. National Institute of Maritime, Port and Aviation Technology, Port and Airport Research Institute, Geotechnical Engineering Department, Foundations Group

4. The University of Tokyo, Graduate School of Engineering

Publisher

The Japanese Geotechnical Society

Subject

Industrial and Manufacturing Engineering

Link

https://www.jstage.jst.go.jp/article/jgs/18/2/18_109/_pdf

Reference23 articles.

1. 1) 土質工学会：砂質土および砂地盤の変形・破壊強度の評価-室内試験法および試験結果の解釈と適用に関するシンポジウム発表論文集, pp.7-46, 1984.

2. 2) 佐々木朋子, 佐藤剛司, Chuang ZHAO, 古関潤一：締固め法によって作製した砂供試体の締固め層厚および初期含水比が液状化特性に及ぼす影響, 地盤工学ジャーナル, Vol. 13, No. 4, pp. 379-392, 2018.

3. 3) Sasaki, T., Kawamura, S., Koseki, J.: Liquefaction properties of two types of sandy soil specimens with different compaction thickness, Proceedings of the 6th GeoChina International Conference, Advances in Innovative Geotechnical Engineering, pp.19-30, 2021.

4. 4) Raghunandan, M. E, Juneja, A., Benson Hsiung, B.C.: Preparation of reconstituted sand samples in the laboratory, International Journal of Geotechnical Engineering, Vol. 6, pp.125-131, 2012.

5. 5) 冨田佑一, 古関潤一, 龍岡文夫：現場と室内で締め固めた砂質土供試体の非一様性の評価と強度変形特性への影響, 地盤工学ジャーナル, Vol. 16, No. 4, pp. 355-369, 2021.