Please use this identifier to cite or link to this item:
http://bura.brunel.ac.uk/handle/2438/24275
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Gong, B | - |
dc.contributor.author | Liang, Z | - |
dc.contributor.author | Liu, X | - |
dc.date.accessioned | 2022-03-17T09:59:44Z | - |
dc.date.available | 2022-03-17T09:59:44Z | - |
dc.date.issued | 2022-03-07 | - |
dc.identifier | ORCID iD: Bin Gong https://orcid.org/0000-0002-9464-3423 | - |
dc.identifier | 475 | - |
dc.identifier.citation | Gong, B., Liang, Z. and Liu, X. (2022) 'Nonlinear deformation and failure characteristics of horseshoe-shaped tunnel under varying principal stress direction', Arabian Journal of Geosciences, 15 (6), 475, pp. 1-13. doi: 10.1007/s12517-022-09678-z. | en_US |
dc.identifier.issn | 1866-7511 | - |
dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/24275 | - |
dc.description | Data availability: All data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request. | - |
dc.description.sponsorship | National Natural Science Foundation of China (Grant Nos. 41977219 and 42102314); China Postdoctoral Science Foundation (Grant No. 2020M680950). | en_US |
dc.format.extent | 1 - 13 | - |
dc.format.medium | Print-Electronic | - |
dc.language | English | - |
dc.language.iso | en_US | en_US |
dc.publisher | Springer Nature on behalf of Saudi Society for Geosciences | en_US |
dc.rights | Copyright © Saudi Society for Geosciences 2022. This version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use (https://www.springernature.com/gp/open-research/policies/journal-policies), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/s12517-022-09678-z. | - |
dc.rights.uri | https://www.springernature.com/gp/open-research/policies/journal-policies | - |
dc.subject | horseshoe-shaped tunnel | en_US |
dc.subject | principal stress direction | en_US |
dc.subject | surrounding rock failure | en_US |
dc.subject | tunnel instability | en_US |
dc.subject | numerical simulation | en_US |
dc.title | Nonlinear deformation and failure characteristics of horseshoe-shaped tunnel under varying principal stress direction | en_US |
dc.type | Article | en_US |
dc.identifier.doi | https://doi.org/10.1007/s12517-022-09678-z | - |
dc.relation.isPartOf | Arabian Journal of Geosciences | - |
pubs.issue | 6 | - |
pubs.publication-status | Published | - |
pubs.volume | 15 | - |
dc.identifier.eissn | 1866-7538 | - |
Appears in Collections: | Dept of Civil and Environmental Engineering Research Papers |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
FullText.pdf | Copyright © Saudi Society for Geosciences 2022. This version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use (https://www.springernature.com/gp/open-research/policies/journal-policies), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/s12517-022-09678-z. | 807.64 kB | Adobe PDF | View/Open |
Figures.pdf | Copyright © Saudi Society for Geosciences 2022. This version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use (https://www.springernature.com/gp/open-research/policies/journal-policies), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/s12517-022-09678-z. | 2.05 MB | Adobe PDF | View/Open |
Items in BURA are protected by copyright, with all rights reserved, unless otherwise indicated.