Forensic Investigation of a Wide Culvert Reconstruction Failure-Reference-Cited by-同舟云学术

Forensic Investigation of a Wide Culvert Reconstruction Failure

Published:2019-08 Issue:3 Volume:10 Page:05019001
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Negussey D.¹,Andrews L.²,Singh S.²,Liu C.³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244-1190 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244-1190.

3. Wen-Hsiung and Kuan-Ming Li Graduate Fellow, Dept. of Civil and Environmental Engineering, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244-1190.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000377

Reference15 articles.

1. Anasthas N. D. Negussey and S. Srirajan. 2001. “Effect of confining stress on compressive strength of EPS geofoam.” In Proc. 3rd Int. Conf. of EPS Geofoam. New York: Syracuse Univ.

2. ASTM. 2013. Standard guide for use of expanded polystyrene (EPS) geofoam in geotechnical projects. ASTM D7180/D7180M-05. West Conshohocken PA: ASTM.

3. ASTM. 2017. Standard specification for rigid cellular polystyrene geofoam. ASTM D6817/D6817M. West Conshohocken PA: ASTM.

4. Birhan A. 2014. “Effect of confinement and temperature on the behavior of EPS geofoam.” Ph.D. thesis Dept. of Civil and Environmental Engineering Syracuse Univ.

5. Birhan A. and D. Negussey. 2014. “Effects of confinement on the stress-strain behavior of EPS geofoam.” In Proc. Ground Improvement and Geosynthetics Geo-Shanghai ASCE Geotechnical Special Publication No. 238 536–546. Reston VA: ASCE.

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