Physical Model Test Investigation of Mechanical Properties of Double Pipe Culverts Subjected to Vertical Loading-Reference-Cited by-同舟云学术

Physical Model Test Investigation of Mechanical Properties of Double Pipe Culverts Subjected to Vertical Loading

Published:2024-02 Issue:1 Volume:15 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Ma Qiang¹,Yin Haoliang²,Xi Lei³,Xiao Henglin⁴^ORCID

Affiliation:

1. Professor and Director, Institute of Geotechnical and Underground Engineering, Dept. of Road and Bridge Engineering, School of Civil Engineering, Architecture, and Environment, Hubei Univ. of Technology, Wuhan 430068, PR China.

2. Graduate Research Assistant, Institute of Geotechnical and Underground Engineering, Dept. of Road and Bridge Engineering, School of Civil Engineering, Architecture, and Environment, Hubei Univ. of Technology, Wuhan 430068, PR China.

3. Lecturer, Institute of Geotechnical and Underground Engineering, Dept. of Road and Bridge Engineering, School of Civil Engineering, Architecture, and Environment, Hubei Univ. of Technology, Wuhan 430068, PR China.

4. Professor, Institute of Geotechnical and Underground Engineering, Dept. of Road and Bridge Engineering, School of Civil Engineering, Architecture, and Environment, Hubei Univ. of Technology, Wuhan 430068, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1394

Reference31 articles.

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2. Measured load capacity of buried reinforced concrete pipes;ACI (American Concrete Institute);ACI Struct. J.,2016

3. Effect of Geofoam on Vertical Stress Distribution on Buried Structures Subjected to Static and Cyclic Footing Loads

4. Experimental evaluation of an expanded polystyrene (EPS) block-geogrid system to protect buried pipes

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