Corrugated Steel Ellipse Culvert Response: Experimental Results Compared to Design Approaches-Reference-Cited by-同舟云学术

Corrugated Steel Ellipse Culvert Response: Experimental Results Compared to Design Approaches

Published:2023-05 Issue:2 Volume:14 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Kearns Oliver¹^ORCID,Moore Ian D.²,Hoult Neil A.³^ORCID,Webb Mark C.⁴

Affiliation:

1. Researcher, GeoEngineering Centre at Queen’s-Royal Military College of Canada (RMC), Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author). ORCID: .

2. Professor and Canada Research Chair in Infrastructure Engineering, GeoEngineering Centre at Queen’s-Royal Military College of Canada (RMC), Queen’s Univ., Kingston, ON, Canada K7L 3N6.

3. Professor, Dept. of Civil Engineering, Ellis Hall, Queen’s Univ., Kingston, ON, Canada K7L 3N6. ORCID: .

4. Senior Technical Leader, Pipeline Design and Condition Assessment, Architecture, Engineering, Construction, Operations, and Management, 250 Apollo Dr., Chelmsford, MA 01824.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1424

Reference29 articles.

1. AASHTO. 2017a. “Section 3: Loads and load factors.” In AASHTO LFRD Bridge Design Specifications, LRFD. Washington, DC: AASHTO.

2. AASHTO. 2017b. “Section 12: Buried structures and tunnel liners.” In AASHTO LFRD bridge design specifications, LRFD. Washington, DC: AASHTO.

3. Soil-Steel Structure Response to Live Loads

4. Interpretation of Buried Pipe Test: Small-Diameter Pipe in Ohio University Facility

5. Burns J. Q. and R. M. Richard. 1964. “Attenuation of stresses for buried cylinders.” In Proc. Symp. of Soil-Structure Interaction 378–392. Tucson AZ: Arizona Univ. Engineering Research Laboratory.

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