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Dec 8, 2014
Influence of Buried Depth and Non-Uniformly Distributed Driving Force on Stress Characteristics of Pipelines in Landslide Regions
Authors: Changdong Li [email protected], Junjie Wu [email protected], Jiao Wang [email protected], and Feng Chen [email protected]Author Affiliations
Publication: ICPTT 2014: Creating Infrastructure for a Sustainable World
Abstract
Choosing the reasonable depths of a buried pipeline is one of the crucial issues for long-distance gas transmission pipelines. This paper focuses on the mechanical analysis of a pipeline with a different buried depth under the driving force of a landslide. The relationship between the bending moment, shear force, displacement and buried depth of pipeline can be derived under certain assumed conditions. The result of the Zhong County-Wuhan City gas transmission pipeline project shows that the moment reaches a greater value at the junction and the midsection of the pipeline and the shear force reach maximum at the junction along with the increase of buried depth of the pipeline. On the basis of the stress characteristics of deep-buried pipeline in engineering practice, it can improve the safety of a gas transmission pipeline by enhancing the piping material performance at the junction and the middle part of the pipeline.
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© 2014 American Society of Civil Engineers.
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Published online: Dec 8, 2014
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Associate Professor, Engineering Faculty, China University of Geosciences, No. 388 Lumo Road, Wuhan 430074. E-mail: [email protected]
Engineering Faculty, China University of Geosciences, No. 388 Lumo Road, Wuhan 430074. E-mail: [email protected]
Engineering Faculty, China University of Geosciences; No. 388 Lumo Road, Wuhan 430074. E-mail: [email protected]
Engineering Faculty, China University of Geosciences, No. 388 Lumo Road, Wuhan 430074. E-mail: [email protected]
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