Variation and Reliability of Undrained Triaxial Shear Test using In-situ Soil Specimens-Reference-Cited by-同舟云学术

Variation and Reliability of Undrained Triaxial Shear Test using In-situ Soil Specimens

Author:

YAMAGUCHI Teruhiro¹,KAMURA Akiyoshi²,KIM Jongkwan³,KAZAMA Motoki²

Affiliation:

1. Tohoku University

2. Department of Civil and Environmental Engineering, Graduate School of Engineering, Tohoku University

3. Seismic Safety Research Center, Department of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology

Publisher

Japan Association for Earthquake Engineering

Link

Reference10 articles.

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3. 3) 佐々木哲也，石原雅規，谷本俊輔，林宏親，江川拓也，鷲見浩司，川口剛：細粒分を含む砂の液状化強度の評価法に関する再検討，土木研究所資料，第4352号，2016.3.

4. 4) 風間基樹：阪神大震災以降の液状化研究－液状化した土の残留変形特性の評価，電力土木，No.348, pp.1-6, 2010.

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