Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/24275
Title: Nonlinear deformation and failure characteristics of horseshoe-shaped tunnel under varying principal stress direction
Authors: Gong, B
Liang, Z
Liu, X
Keywords: horseshoe-shaped tunnel;principal stress direction;surrounding rock failure;tunnel instability;numerical simulation
Issue Date: 7-Mar-2022
Publisher: Springer Nature
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.
Description: Data availability: All data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request.
URI: https://bura.brunel.ac.uk/handle/2438/24275
DOI: https://doi.org/10.1007/s12517-022-09678-z
ISSN: 1866-7511
Other Identifiers: 475
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Embargoed Research Papers

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