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Centrifuge modelling of tunnelling induced ground displacements: pressure and displacement control tunnels

Marshall, Alec M.; Song, Geyang

Centrifuge modelling of tunnelling induced ground displacements: pressure and displacement control tunnels Thumbnail


Authors

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

Geyang Song



Abstract

Predicting the impact of tunnelling-induced ground movements on existing foundation systems or infrastructure is an important stage during tunnel design or risk assessment processes. Centrifuge modelling has been used extensively as a tool to study soil movements caused by tunnelling and their interactions with existing structures. In 2D plane-strain centrifuge models, tunnel volume loss can be simulated in a variety of ways, but is conventionally done using a fluid-filled flexible membrane or a rigid boundary mechanical model tunnel. The choice of model tunnel has an impact on the imparted tunnel boundary displacements and resulting ground deformations, yet a thorough quantitative evaluation of these effects has not been conducted. This paper aims to address this by contrasting plane-strain centrifuge test results from experiments using a flexible membrane model tunnel with those from a newly developed eccentric rigid boundary mechanical model tunnel. A quantitative assessment of surface and subsurface settlement trough characteristics as well as soil shear and volumetric response is provided. Results from numerical analyses using a hypoplastic constitutive model are also included, focusing on evaluating centrifuge spin-up effects and contrasting numerical outcomes with experimental data relating to settlement trough characteristics and soil shear/volumetric response. The outcomes of this paper should benefit future researchers considering which type of model tunnel to adopt when developing centrifuge tests related to 2D plane-strain tunnel modelling.

Citation

Marshall, A. M., & Song, G. (2020). Centrifuge modelling of tunnelling induced ground displacements: pressure and displacement control tunnels. Tunnelling and Underground Space Technology, 103, https://doi.org/10.1016/j.tust.2020.103461

Journal Article Type Article
Acceptance Date May 17, 2020
Online Publication Date Jun 17, 2020
Publication Date Sep 1, 2020
Deposit Date May 19, 2020
Publicly Available Date Jun 18, 2021
Journal Tunnelling and Underground Space Technology
Print ISSN 0886-7798
Electronic ISSN 1878-4364
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 103
Article Number 103461
DOI https://doi.org/10.1016/j.tust.2020.103461
Keywords Tunnelling, Centrifuge modelling, Greenfield settlements, Numerical modelling, Hypoplastic
Public URL https://nottingham-repository.worktribe.com/output/4468776
Publisher URL https://www.sciencedirect.com/science/article/abs/pii/S0886779820304156

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