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Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/24275
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dc.contributor.authorGong, B-
dc.contributor.authorLiang, Z-
dc.contributor.authorLiu, X-
dc.date.accessioned2022-03-17T09:59:44Z-
dc.date.available2022-03-17T09:59:44Z-
dc.date.issued2022-03-07-
dc.identifierORCID iD: Bin Gong https://orcid.org/0000-0002-9464-3423-
dc.identifier475-
dc.identifier.citationGong, 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.issn1866-7511-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/24275-
dc.descriptionData availability: All data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request.-
dc.description.sponsorshipNational Natural Science Foundation of China (Grant Nos. 41977219 and 42102314); China Postdoctoral Science Foundation (Grant No. 2020M680950).en_US
dc.format.extent1 - 13-
dc.format.mediumPrint-Electronic-
dc.languageEnglish-
dc.language.isoen_USen_US
dc.publisherSpringer Nature on behalf of Saudi Society for Geosciencesen_US
dc.rightsCopyright © 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.urihttps://www.springernature.com/gp/open-research/policies/journal-policies-
dc.subjecthorseshoe-shaped tunnelen_US
dc.subjectprincipal stress directionen_US
dc.subjectsurrounding rock failureen_US
dc.subjecttunnel instabilityen_US
dc.subjectnumerical simulationen_US
dc.titleNonlinear deformation and failure characteristics of horseshoe-shaped tunnel under varying principal stress directionen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1007/s12517-022-09678-z-
dc.relation.isPartOfArabian Journal of Geosciences-
pubs.issue6-
pubs.publication-statusPublished-
pubs.volume15-
dc.identifier.eissn1866-7538-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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