Two-Dimensional Analyses of Thermoplastic Culvert Deformations and Strains-Reference-Cited by-同舟云学术

Two-Dimensional Analyses of Thermoplastic Culvert Deformations and Strains

Published:2004-02 Issue:2 Volume:130 Page:199-208
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dhar Ashutosh S.¹,Moore Ian D.²,McGrath Timothy J.³

Affiliation:

1. Research Associate, Geotechnical Research Centre, The Univ. of Western Ontario, London ON, Canada N6A 5B9.

2. Professor and Canada Research Chair in Infrastructure Engineering, GeoEngineering Centre, Queen’s Univ., Kingston ON, Canada K7L 3N6.

3. Principal, Simpson Gumpertz & Heger Inc., Arlington, MA 02474.

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%3A2%28199%29

Reference34 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). AASHTO LRFD bridge design specifications 2nd Ed. Sec. 12 Washington D.C.

2. The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes

3. Brown F. A. and Lytton R. L. (1984). “Design criteria for buried flexible pipe.” Proc. Pipeline Material and Design ASCE National Convention San Francisco 36–47.

4. Burns J. Q. and Richard R. M. (1964). “Attenuation of stresses for buried cylinders.” Proc. Symp. on Soil Structure Interaction Univ. of Arizona 379–392.

5. Chua K. M. and Lytton R. L. (1987). “A new method of time-dependent analysis for interaction of soil and large diameter flexible pipe.” Proc. 66th Annual Meeting TRB Washington D.C.

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