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Effect of infill nonlinearity on frame response to tunnelling

Yu, Yalin; Franza, Andrea; Neves, Luis; Marshall, Alec M

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Authors

Yalin Yu

Andrea Franza

Luis Neves

ALEC MARSHALL alec.marshall@nottingham.ac.uk
Professor of Geotechnical Engineering



Abstract

Tunnel construction is needed for infrastructure development in urban areas. However, underground excavation can detrimentally influence adjacent buildings; in particular , for framed structures with shallow foundations, damage would localise in the infill walls. This paper uses a two-stage analysis method (TSAM) to evaluate the effect of infill nonlinearity on the frame response to tunnelling. First, TSAM results are validated using centrifuge experimental and advanced numerical results. Then, the influence of the infill nonlinearity on the foundation displacements and building deformation parameters are analysed, considering both long and short structures. During this stage, the reinforced concrete (RC) frame and the endwall are modelled as elastic, while both elastic and advanced constitutive models are adopted for the masonry infills. Finally, the role of infill nonlinearity in frame shear and bending behaviours is investigated.

Citation

Yu, Y., Franza, A., Neves, L., & Marshall, A. M. (2024, June). Effect of infill nonlinearity on frame response to tunnelling. Presented at IS-Macau 2024: 11th International Symposium of Geotechnical Aspects of Underground Construction in Soft Ground, Macao SAR, China

Presentation Conference Type Edited Proceedings
Conference Name IS-Macau 2024: 11th International Symposium of Geotechnical Aspects of Underground Construction in Soft Ground
Start Date Jun 14, 2024
End Date Jun 17, 2024
Acceptance Date Apr 24, 2024
Online Publication Date Jul 2, 2024
Publication Date 2024
Deposit Date May 16, 2024
Publicly Available Date Jul 2, 2024
Peer Reviewed Peer Reviewed
Pages 223-230
Book Title Geotechnical Aspects of Underground Construction in Soft Ground
ISBN 9781032538129
Keywords Finite element modelling; infilled frame; tunnelling; soil-structure interaction; two- stage analysis method
Public URL https://nottingham-repository.worktribe.com/output/34864926
Publisher URL https://www.taylorfrancis.com/chapters/oa-edit/10.1201/9781003413790-26/effect-infill-nonlinearity-frame-response-tunnelling-yu-franza-neves-marshall
Related Public URLs https://is-macau2024.skliotsc.um.edu.mo/

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