Study on mechanical response of X80 pipeline under strike-slip fault action
Rattachement africain : cn, tr. Niveau de preuve : code pays fourni par la source.
Le résumé fourni par la source
Strike-slip fault misalignment can lead to stress concentration, fissure development, and slip instability in overlying soil layers, triggering geologic hazards such as surface displacement, landslides, and rock formation deformation, causing severe damage to buried infrastructure. In cross-regional energy transmission projects, stress concentration and deformation failure induced by fault movement in cross-fault buried pipelines critically threaten the safe transmission of oil and gas. As the scale of oil and gas pipeline construction in China expands, pipelines inevitably cross fault zones, increasing rupture risk and necessitating investigation of fault misalignment mechanisms and pipeline mechanical response. This study employs three-dimensional nonlinear finite element analysis to investigate the mechanical response of X80 buried pipelines under strike-slip fault action. A comprehensive pipe-soil interaction model incorporating the Ramberg-Osgood constitutive relationship and Mohr-Coulomb soil plasticity is developed using ABAQUS software. The research systematically examines the effects of fault displacement (0.5-2.5 m), pipeline wall thickness (18.4-32.1 mm), internal pressure (0-12 MPa), and pipe-soil friction coefficient (0.3-0.6) on pipeline stress and strain responses. Key findings include: (1) a characteristic bimodal von Mises stress distribution occurs at approximately ±20 m from the fault plane, with secondary peaks at ±10 m; (2) stress and strain increase nonlinearly with fault displacement, with diminishing increments as the material enters the plastic regime; (3) increasing wall thickness from 18.4 mm to 32.1 mm reduces maximum tensile strain by approximately 50 %; (4) internal pressure and friction coefficient effects are significant only below the 2 m fault displacement threshold. The results provide quantitative guidelines for wall thickness selection and protective measure implementation for cross-fault pipeline design, ensuring safe operation during service life.
Ce résumé expose les affirmations des auteurs. BNTIC ne l’interprète pas comme une validation indépendante des résultats.
Le contrôle bibliographique ouvert
DOI retrouvé dans Crossref DOI retrouvé ; titre concordant.
- Titre Crossref
- Study on mechanical response of X80 pipeline under strike-slip fault action
- Date Crossref
- 29/06/2026
- Éditeur
- JVE International Ltd.
- Type
- journal-article
Ce recoupement confirme des métadonnées liées au DOI. Il ne confirme ni la méthode ni les conclusions de l’étude, et il ne compte pas comme une seconde source scientifique indépendante.
Où se fait cette recherche
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China University of Mining and Technology State Key Laboratory of Tunnel Engineering pays non établi dans la noticeUniversité ou école supérieure
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China Datang Corporation (China) pays non établi dans la noticeEntreprise
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Shanghai Harbour Engineering Design & Research Institute pays non établi dans la noticeStructure de recherche
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TED University pays non établi dans la noticeUniversité ou école supérieure
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Haikou City People's Hospital pays non établi dans la noticeÉtablissement de santé
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National Institute of Natural Hazards pays non établi dans la noticeOrganisme public
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Ministry of Emergency Management of the People's Republic of China pays non établi dans la noticeOrganisme public
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, pays non établi dans la noticeInstitution
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Ltd. China Datang Digital Technology Co. pays non établi dans la noticeEntreprise
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China Harbor Engineering Co. pays non établi dans la noticeInstitution
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University of Emergency Management pays non établi dans la noticeUniversité ou école supérieure
State Key Laboratory of Tunnel Engineering — China University of Mining and Technology, China Datang Corporation (China) et Shanghai Harbour Engineering Design & Research Institute, avec 8 autres affiliations.
Une affiliation ne permet pas de déduire la nationalité d’un auteur.