Undrained Shear Strength of Granular Soils with Different Particle Gradations-Reference-Cited by-同舟云学术

Undrained Shear Strength of Granular Soils with Different Particle Gradations

Published:2004-06 Issue:6 Volume:130 Page:621-629
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kokusho Takeji¹,Hara Tadashi²,Hiraoka Ryousuke³

Affiliation:

1. Professor, Civil Engineering Dept., Science and Engineering Faculty, Chuo Univ., 1-13-27, Kasuga, Bunkyo-ku, Tokyo 112-8551, Japan.

2. Associate Researcher, Civil Engineering Dept., Science and Engineering Faculty, Chuo Univ., 1-13-27, Kasuga, Bunkyo-ku, Tokyo 112-8551, Japan.

3. Ex-Graduate Student, Civil Engineering Dept., Science and Engineering Faculty, Chuo Univ., 1-13-27, Kasuga, Bunkyo-ku, Tokyo 112-8551, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A6%28621%29

Reference15 articles.

1. Andrus R. D. (1994). “In-situ characterization of gravelly soils that liquefied in the 1983 Borah Peak earthquake.” PhD dissertation presented to the Univ. of Texas Austin Tex.

2. Liquefaction Behavior of Sand-Gravel Composites

3. Hara T. (1999). “Study on liquefaction strength of gravelly soil by means of cyclic triaxial test.” Master’s dissertation Graduate School of Science and Engineering Chuo Univ. Tokyo (in Japanese).

4. Effect of particle gradation on liquefaction and post-liquefaction strength by means of triaxial test.;Hara T.;J. Japan. Soc. Civ. Eng.,2000

5. Hara T. Kokusho T. and Hiraoka R. (2002). “Undrained strength characteristics of Masado with different uniformity coefficient.” Proc. 11th Japan Earthquake Engineering Symp. Yokohama Japan Japan Association of Earthquake Engineering 685–688 (in Japanese).

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