Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/105219
DC Field | Value | Language |
---|---|---|
dc.contributor | Department of Civil and Environmental Engineering | - |
dc.creator | Wang, J | - |
dc.creator | Wang, L | - |
dc.creator | Chen, Q | - |
dc.creator | Shi, L | - |
dc.creator | Zhou, J | - |
dc.date.accessioned | 2024-04-12T06:50:50Z | - |
dc.date.available | 2024-04-12T06:50:50Z | - |
dc.identifier.uri | http://hdl.handle.net/10397/105219 | - |
dc.language.iso | en | en_US |
dc.publisher | Frontiers Research Foundation | en_US |
dc.rights | Copyright © 2023 Wang, Wang, Chen, Shi and Zhou. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY) (https://creativecommons.org/licenses/by/4.0/). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms. | en_US |
dc.rights | The following publication Wang J, Wang L, Chen Q, Shi L and Zhou J (2023) Model tests of the raw-water pipeline under the excessive stacking load. Front. Earth Sci. 10:994862 is available at https://doi.org/10.3389/feart.2022.994862. | en_US |
dc.subject | Excessive stacking load | en_US |
dc.subject | Model test | en_US |
dc.subject | Raw-water pipeline | en_US |
dc.subject | Stress characteristics | en_US |
dc.subject | Three-dimensional numerical simulation | en_US |
dc.title | Model tests of the raw-water pipeline under the excessive stacking load | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.volume | 10 | - |
dc.identifier.doi | 10.3389/feart.2022.994862 | - |
dcterms.abstract | To investigate the effect of excessive stacking loadings on the deformation of raw-water pipelines, a model test was designed based on the analogous theory in this paper. The design of the model box, selection of pipeline material, and preparation of remolded soil were conducted, respectively. A theoretical formula was derived to convert the results of the model test into actual ones. Then, the field test data and three-dimensional numerical values were employed to verify the correctness of the model test results. Finally, the stresses of pipelines were discussed under different loading conditions, pipe diameters, buried depths, and compactness of underlying soils, and the guidelines for pipeline protection were proposed based on the results of the model tests. It can lay a solid theoretical and practical foundation for the protection of buried pipelines. | - |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | Frontiers in earth science, 2022, v. 10, 994862 | - |
dcterms.isPartOf | Frontiers in earth science | - |
dcterms.issued | 2022 | - |
dc.identifier.scopus | 2-s2.0-85146571814 | - |
dc.identifier.eissn | 2296-6463 | - |
dc.identifier.artn | 994862 | - |
dc.description.validate | 202403 bcvc | - |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_Scopus/WOS | en_US |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | National Natural Science Foundation of China | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Journal/Magazine Article |
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File | Description | Size | Format | |
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feart-10-994862.pdf | 3.58 MB | Adobe PDF | View/Open |
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