Centrifuge Model Studies on the Mechanical Behavior of a Buried Pipe with Voids Surrounding the Bottom and the Effectiveness of EPS as a Countermeasure-Reference-Cited by-同舟云学术

Centrifuge Model Studies on the Mechanical Behavior of a Buried Pipe with Voids Surrounding the Bottom and the Effectiveness of EPS as a Countermeasure

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sonoda Yusuke¹,Sawada Yutaka²^ORCID,Ling Hoe I.³,Li Liming⁴,Kawabata Toshinori⁵

Affiliation:

1. Assistant Professor, Graduate School of Agricultural Science, Kobe Univ., 1-1 Rokkodai-cho, Nada-ku, Kobe-shi, Hyogo 657-8501, Japan.

2. Professor, Graduate School of Agricultural Science, Kobe Univ., 1-1 Rokkodai-cho, Nada-ku, Kobe-shi, Hyogo 657-8501, Japan (corresponding author). ORCID: .

3. Professor, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., 500 West 120th St., New York, NY 10027.

4. Manager, Centrifuge Laboratory, Columbia Univ., 500 West 120th St., MC4709 151 Engineering Terrace, New York, NY 10027.

5. Executive Vice President, Kobe Univ., 1-1 Rokkodai-cho, Nada-ku, Kobe-shi, Hyogo 657-8501, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12183

Reference40 articles.

1. Factors influencing the behavior of buried pipelines subjected to earthquake faulting

2. Long-term performance evaluation of polyvinyl chloride pipe subjected to internal pressure;Ariyoshi M.;Trans. Jpn. Soc. Irrig. Drain. Rural Eng.,2019

3. Arulmoli, K., K. K. Muraleetharan, M. M. Hossain, and L. S. Fruth. 1992. VELACS verification of liquefaction analyses by centrifuge studies, laboratory testing program. Irvine, CA: The Earth Technology Corporation.

4. Study of non-uniform bedding due to voids under jointed PVC water distribution pipes

5. Methods of protecting buried pipelines and culverts in transportation infrastructure using EPS geofoam