Behavior of Buried Flexible Pipe under High Fills and Design Implications-Reference-Cited by-同舟云学术

Behavior of Buried Flexible Pipe under High Fills and Design Implications

Published:2006-10 Issue:10 Volume:132 Page:1354-1359
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kawabata Toshinori¹²³⁴,Ling Hoe I.¹²³⁴,Mohri Yoshiyuki¹²³⁴,Shoda Daisuke¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Agricultural and Environmental Engineering, Faculty of Agriculture, Kobe Univ., 1-1 Rokkodai, Nada, Kobe 657-8501, Japan. E-mail: Kawabata@kobe-u.ac.jp

2. Associate Professor, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., 500 West 120th St., New York, NY 10027, and Visiting Associate Professor, Division of Engineering and Applied Sciences, Harvard Univ. E-mail: ling@civil.columbia.edu

3. Research Manager, Soil Mechanics Laboratory, National Institute for Rural Engineering, 2-1-6, Kannondai, Tsukuba, Ibaragi, Japan. E-mail: mohri@nkk.affrc.go.jp

4. Graduate Student, School of Science and Technology, Kobe Univ., Japan. E-mail: 039d844n@y05.kobe-u.ac.jp

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%282006%29132%3A10%281354%29

Reference9 articles.

1. Forces on rigid culverts under high fills;Brown C. B.;ASCE J. Struct. Div.,1967

2. Flexible culverts under high fills;Brown C. B.;ASCE J. Struct. Div.,1968

3. Katona M. G. Smith J. M. Odello R. S. and Allgood J. R. (1976). “CANDE—A modern approach for the structural design and analysis of buried culverts.” FHWA-RD-77-5 Federal Highway Administration Washington D.C.

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