Matches in SemOpenAlex for { <https://semopenalex.org/work/W4292023006> ?p ?o ?g. }
Showing items 1 to 80 of
80
with 100 items per page.
- W4292023006 endingPage "104764" @default.
- W4292023006 startingPage "104764" @default.
- W4292023006 abstract "Collapse disasters are commonly occurring geological disasters around buried gas pipelines and severely threaten the safety of pipeline operations. In this study, to investigate the soil deformation characteristics and mechanical response law of the pipeline under collapse, an experimental box (6 m × 1 m × 1.2 m) was built, and 1-G collapse experiments with different pipe diameters and burial depths were performed. The soil deformation laws, change in earth pressure around the pipeline, and mechanical response of the pipeline during the expansion of the collapse range were obtained by comparing and analysing the experimental results. Pipeline collapse disasters can be divided into two stages: before and after large-scale collapse disasters. The burial depth has an influence on pipeline collapse disasters mainly in a small-scale collapse range. As the collapse range increases, the influence of the burial depth on the strain distribution of the pipeline gradually decreases. However, an increase in pipe diameter can lead to a significant increase in the large-scale collapse range. Large-diameter pipelines bear greater strain than small-diameter pipelines after a large-scale collapse. This study provides data support for further research and serves as a valuable reference for pipeline safety evaluation in collapse disasters." @default.
- W4292023006 created "2022-08-17" @default.
- W4292023006 creator A5018814025 @default.
- W4292023006 creator A5032214971 @default.
- W4292023006 creator A5036637564 @default.
- W4292023006 creator A5071773009 @default.
- W4292023006 creator A5080655703 @default.
- W4292023006 creator A5086664284 @default.
- W4292023006 creator A5087505912 @default.
- W4292023006 date "2022-10-01" @default.
- W4292023006 modified "2023-09-27" @default.
- W4292023006 title "1-G experimental study of the collapse effects on buried steel gas pipelines" @default.
- W4292023006 cites W1968004017 @default.
- W4292023006 cites W1975877700 @default.
- W4292023006 cites W1978874769 @default.
- W4292023006 cites W2011719496 @default.
- W4292023006 cites W2088137308 @default.
- W4292023006 cites W2095158674 @default.
- W4292023006 cites W2140272203 @default.
- W4292023006 cites W2344668723 @default.
- W4292023006 cites W2344965432 @default.
- W4292023006 cites W2520432469 @default.
- W4292023006 cites W2620368898 @default.
- W4292023006 cites W2884050910 @default.
- W4292023006 cites W2922724605 @default.
- W4292023006 cites W2944905547 @default.
- W4292023006 doi "https://doi.org/10.1016/j.ijpvp.2022.104764" @default.
- W4292023006 hasPublicationYear "2022" @default.
- W4292023006 type Work @default.
- W4292023006 citedByCount "0" @default.
- W4292023006 crossrefType "journal-article" @default.
- W4292023006 hasAuthorship W4292023006A5018814025 @default.
- W4292023006 hasAuthorship W4292023006A5032214971 @default.
- W4292023006 hasAuthorship W4292023006A5036637564 @default.
- W4292023006 hasAuthorship W4292023006A5071773009 @default.
- W4292023006 hasAuthorship W4292023006A5080655703 @default.
- W4292023006 hasAuthorship W4292023006A5086664284 @default.
- W4292023006 hasAuthorship W4292023006A5087505912 @default.
- W4292023006 hasConcept C111368507 @default.
- W4292023006 hasConcept C127313418 @default.
- W4292023006 hasConcept C127413603 @default.
- W4292023006 hasConcept C146978453 @default.
- W4292023006 hasConcept C175309249 @default.
- W4292023006 hasConcept C187320778 @default.
- W4292023006 hasConcept C204323151 @default.
- W4292023006 hasConcept C204366326 @default.
- W4292023006 hasConcept C43521106 @default.
- W4292023006 hasConcept C77595967 @default.
- W4292023006 hasConcept C78519656 @default.
- W4292023006 hasConceptScore W4292023006C111368507 @default.
- W4292023006 hasConceptScore W4292023006C127313418 @default.
- W4292023006 hasConceptScore W4292023006C127413603 @default.
- W4292023006 hasConceptScore W4292023006C146978453 @default.
- W4292023006 hasConceptScore W4292023006C175309249 @default.
- W4292023006 hasConceptScore W4292023006C187320778 @default.
- W4292023006 hasConceptScore W4292023006C204323151 @default.
- W4292023006 hasConceptScore W4292023006C204366326 @default.
- W4292023006 hasConceptScore W4292023006C43521106 @default.
- W4292023006 hasConceptScore W4292023006C77595967 @default.
- W4292023006 hasConceptScore W4292023006C78519656 @default.
- W4292023006 hasFunder F4320335777 @default.
- W4292023006 hasLocation W42920230061 @default.
- W4292023006 hasOpenAccess W4292023006 @default.
- W4292023006 hasPrimaryLocation W42920230061 @default.
- W4292023006 hasRelatedWork W1975447862 @default.
- W4292023006 hasRelatedWork W2215245817 @default.
- W4292023006 hasRelatedWork W2350217990 @default.
- W4292023006 hasRelatedWork W2351610623 @default.
- W4292023006 hasRelatedWork W2356596419 @default.
- W4292023006 hasRelatedWork W2367598641 @default.
- W4292023006 hasRelatedWork W2373534590 @default.
- W4292023006 hasRelatedWork W2380592150 @default.
- W4292023006 hasRelatedWork W2386728981 @default.
- W4292023006 hasRelatedWork W3127140985 @default.
- W4292023006 hasVolume "199" @default.
- W4292023006 isParatext "false" @default.
- W4292023006 isRetracted "false" @default.
- W4292023006 workType "article" @default.