Technical Papers
Oct 26, 2018

Pipeline–Soil Separation Model for Natural Gas Pipelines Subjected to Parabolic Driving Force

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 10, Issue 1

Abstract

In view of the nonuniform landslide driving force in practical cases and the common landslide–pipeline separation phenomenon, a new pipeline–soil separation model under the action of a parabolic landslide driving force is proposed in this paper, and the closed analytical solutions for this model are derived based on elastic foundation theory. Moreover, the case of a long transportation pipeline crossing the Luozhentian landslide was studied using the analytical method, and comparisons between the analytical results and finite-element method (FEM) results are also made to validate the exactitude of the analytical solutions. In addition, the deflection and stress results of the pipeline in different conditions were also compared, and influences of the calculation parameters on pipelines were analyzed. Three conclusions can be drawn: (1) the deflection and stress of the pipeline increase remarkably along with the growth of length of the separation section; (2) the deflection and stress of the pipeline increase along with the growth of |λ|, which reflects the nonuniform degree of the parabolic driving force; (3) the deflection of the pipeline decreases slightly with the growth of the resistance coefficient k of the landslide soil, whereas the stress changes nonmonotonously; and (4) the deflection and stress of the pipeline slightly decrease with the growth of the lengths of pipeline crossing the landslide, and the maximum deflection of pipeline increases with the growth of the proportion Ω.

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Acknowledgments

This research is supported by the National Key R&D Program of China (2017YFC1501304), National Natural Science Fund of China (No. 41472261), and the Fundamental Research Funds for the Central Universities, China University of Geosciences (Wuhan) (No. CUGCJ1701).

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 10Issue 1February 2019

History

Received: Dec 22, 2017
Accepted: Jun 14, 2018
Published online: Oct 26, 2018
Published in print: Feb 1, 2019
Discussion open until: Mar 26, 2019

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Authors

Affiliations

Chenqi Wang [email protected]
Master’s Candidate, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China. Email: [email protected]
Changdong Li [email protected]
Professor, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China (corresponding author). Email: [email protected]
Wenqiang Liu [email protected]
Master’s Candidate, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China. Email: [email protected]
Ph.D. Candidate, Key Laboratory of Mountain Hazards and Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan 610044, China. Email: [email protected]
Assistant Engineer, Central Southern China Electric Power Design Institute Co., Ltd. of China Power Engineering Consulting Group, No. 12 Zhongnan Two Rd., Wuhan, Hubei 430071, China. Email: [email protected].

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