Yalin Yu
Effect of infill nonlinearity on frame response to tunnelling
Yu, Yalin; Franza, Andrea; Neves, Luis; Marshall, Alec M
Authors
Andrea Franza
Luis Neves
Professor 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/ |
Files
10.1201_9781003413790-26_chapterpdf
(1.9 Mb)
PDF
Publisher Licence URL
https://creativecommons.org/licenses/by-nc-nd/4.0/
You might also like
Measuring pore sizes of nonwoven geotextiles by X-ray CT images: a comparative evaluation
(2024)
Journal Article
Response of framed buildings on separate footings to tunnelling: a hybrid modelling study
(2024)
Presentation / Conference Contribution
Effect of elastic modulus on masonry buildings during tunnelling: a coupled centrifuge-numerical modelling study
(2024)
Presentation / Conference Contribution
Setup and calibration of piles with FBG strain sensors in a geotechnical centrifuge
(2024)
Presentation / Conference Contribution
Coupled Centrifuge-Numerical Modelling of Shallow Strip Foundations
(2024)
Presentation / Conference Contribution
Downloadable Citations
About Repository@Nottingham
Administrator e-mail: discovery-access-systems@nottingham.ac.uk
This application uses the following open-source libraries:
SheetJS Community Edition
Apache License Version 2.0 (http://www.apache.org/licenses/)
PDF.js
Apache License Version 2.0 (http://www.apache.org/licenses/)
Font Awesome
SIL OFL 1.1 (http://scripts.sil.org/OFL)
MIT License (http://opensource.org/licenses/mit-license.html)
CC BY 3.0 ( http://creativecommons.org/licenses/by/3.0/)
Powered by Worktribe © 2025
Advanced Search