Study of deformation characteristics and a strain calculation model for pipelines impacted by landslides

It is not uncommon to see pipelines damaged by landslides. If the maximum strain that landslides exert on pipelines can be calculated from available survey data, then pipeline damage can be more accurately predicted and the safety of the pipeline can be improved. Furthermore, this information can as...

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Published in:Frontiers in Earth Science
Main Authors: Ning Shi, Liang-liang Li, Yun-bin Ma, Qiu-juan Li, Lu-yao Bai
Format: Article
Language:English
Published: Frontiers Media S.A. 2023-01-01
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/feart.2022.1049740/full
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author Ning Shi
Ning Shi
Liang-liang Li
Yun-bin Ma
Yun-bin Ma
Qiu-juan Li
Lu-yao Bai
author_facet Ning Shi
Ning Shi
Liang-liang Li
Yun-bin Ma
Yun-bin Ma
Qiu-juan Li
Lu-yao Bai
author_sort Ning Shi
collection DOAJ
container_title Frontiers in Earth Science
description It is not uncommon to see pipelines damaged by landslides. If the maximum strain that landslides exert on pipelines can be calculated from available survey data, then pipeline damage can be more accurately predicted and the safety of the pipeline can be improved. Furthermore, this information can assist targeted prevention and control measures, which should greatly reduce the risk that landslides pose to pipelines. However, although researchers have conducted considerable research on landslide-induced pipeline deformation, there is no model that can calculate the change in pipeline strain under the displacement of landslide material. Based on geological data collected from a buried crude oil pipeline damaged by a landslide near a city in southeast China, this work uses numerical simulations to obtain the deformation parameters of pipelines affected by landslides at different orientations and for different landslide and pipeline parameters. This work also summarizes the deformation characteristics of pipelines affected by landslides under these different variables. A model is then constructed and verified that simulates the change in pipeline strain with soil displacement while considering the characteristics of the landslide mass and the pipeline itself. The results show that the model can sufficiently reflect the influence of various factors that act on pipeline deformation and can accurately calculate the maximum strain that landslides exert on pipelines.
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spelling doaj-art-9aa59cdb02ec40b1a77fa89ffd217c2a2025-08-19T21:19:33ZengFrontiers Media S.A.Frontiers in Earth Science2296-64632023-01-011010.3389/feart.2022.10497401049740Study of deformation characteristics and a strain calculation model for pipelines impacted by landslidesNing Shi0Ning Shi1Liang-liang Li2Yun-bin Ma3Yun-bin Ma4Qiu-juan Li5Lu-yao Bai6College of Safety and Ocean Engineering, China University of Petroleum, Beijing, ChinaGeneral Institute of Science and Technology Company of PipeChina, LangFang, ChinaGeneral Institute of Science and Technology Company of PipeChina, LangFang, ChinaGeneral Institute of Science and Technology Company of PipeChina, LangFang, ChinaSchool of Mechanical Engineering, Xian Jiaotong University, Xian, ChinaGeneral Institute of Science and Technology Company of PipeChina, LangFang, ChinaGeneral Institute of Science and Technology Company of PipeChina, LangFang, ChinaIt is not uncommon to see pipelines damaged by landslides. If the maximum strain that landslides exert on pipelines can be calculated from available survey data, then pipeline damage can be more accurately predicted and the safety of the pipeline can be improved. Furthermore, this information can assist targeted prevention and control measures, which should greatly reduce the risk that landslides pose to pipelines. However, although researchers have conducted considerable research on landslide-induced pipeline deformation, there is no model that can calculate the change in pipeline strain under the displacement of landslide material. Based on geological data collected from a buried crude oil pipeline damaged by a landslide near a city in southeast China, this work uses numerical simulations to obtain the deformation parameters of pipelines affected by landslides at different orientations and for different landslide and pipeline parameters. This work also summarizes the deformation characteristics of pipelines affected by landslides under these different variables. A model is then constructed and verified that simulates the change in pipeline strain with soil displacement while considering the characteristics of the landslide mass and the pipeline itself. The results show that the model can sufficiently reflect the influence of various factors that act on pipeline deformation and can accurately calculate the maximum strain that landslides exert on pipelines.https://www.frontiersin.org/articles/10.3389/feart.2022.1049740/fulldeformation characteristicsstrain calculationpipelinelandslidenumerical simulation
spellingShingle Ning Shi
Ning Shi
Liang-liang Li
Yun-bin Ma
Yun-bin Ma
Qiu-juan Li
Lu-yao Bai
Study of deformation characteristics and a strain calculation model for pipelines impacted by landslides
deformation characteristics
strain calculation
pipeline
landslide
numerical simulation
title Study of deformation characteristics and a strain calculation model for pipelines impacted by landslides
title_full Study of deformation characteristics and a strain calculation model for pipelines impacted by landslides
title_fullStr Study of deformation characteristics and a strain calculation model for pipelines impacted by landslides
title_full_unstemmed Study of deformation characteristics and a strain calculation model for pipelines impacted by landslides
title_short Study of deformation characteristics and a strain calculation model for pipelines impacted by landslides
title_sort study of deformation characteristics and a strain calculation model for pipelines impacted by landslides
topic deformation characteristics
strain calculation
pipeline
landslide
numerical simulation
url https://www.frontiersin.org/articles/10.3389/feart.2022.1049740/full
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