Design of a New Full-Scale Vertical Ground Deformation Facility for Testing Buried Pipelines-Reference-Cited by-同舟云学术

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Design of a New Full-Scale Vertical Ground Deformation Facility for Testing Buried Pipelines

Published:2024-08-30 Issue: Volume:58 Page:479-488
ISSN:
Container-title:Pipelines 2024
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Author:

Matymish Jonathan¹²³⁴,Moore Ian D.¹²³⁴,Hoult Neil A.¹²³⁴,Woods Joshua E.¹²³⁴

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada.

2. Professor, GeoEngineering Centre at Queen’s–RMC, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada.

3. Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada.

4. Mitchell Professor in Intelligent Infrastructure Monitoring, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485569.052

Reference19 articles.

1. ALA (American Lifelines Alliance). (2001). Guidelines for the design of buried steel pipe. Reston, VA, USA: ASCE.

2. Uplift Mechanisms of Pipes Buried in Sand

3. Dassault Systèmes. (2009). Abaqus Analysis User’s Manual. Dassault Systèmes Simulia Corp., Providence, RI, USA.

4. Janbu N. (1963). “Soil Compressibility as Determined by Oedometer and Triaxial Test.” Proceedings of The European Conference On Soil Mechanics And Foundation Engineering 1 19–25 Weisbaden Germany.

5. Lan, H. (2018). Experimental and numerical investigation of stability of horizontal boreholes during horizontal directional drilling. Ph.D. Thesis, Department of Civil Engineering, Queen’s University, Kingston, ON.

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