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A centrifuge modelling study of the response of piled structures to tunnelling

Franza, Andrea; Marshall, Alec M.

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Authors

Andrea Franza

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



Abstract

Tunnelling beneath piled structures may compromise the stability and serviceability of the structure. The assessment of potential structure damage is a problem being faced by engineers across the globe. This paper presents the outcomes of a series of geotechnical centrifuge experiments designed to simulate the effect of excavating a tunnel beneath piled structures. The stiffness and weight effects of piled structures are examined independently using aluminium plates of varying stiffness (`equivalent beam' approach) and the addition of weights supporteby aluminium piles. Greenfeld displacement patterns and results from pile loading tests are also provided. The variation of structure displacement profiles with plate stiffness, weight, and tunnel volume loss are used to illustrate the main effects of tunnel-pile interaction and the contribution of the superstructure to the global tunnel-pile-structure interaction. Results indicate that piles have a detrimental role in tunnel-structure interaction problems, whereas the superstructure stiffness and weight can, respectively, reduce and increase structure distor-tions and settlements. Finally, the potential for structural damage is evaluated by comparing structure and greenfield deflection ratios as well as resulting modification factors. The paper presents a unique set of results and insights which provide valuable guidance to engineers working across the ground and structural engineering disciplines.

Citation

Franza, A., & Marshall, A. M. (2018). A centrifuge modelling study of the response of piled structures to tunnelling. Journal of Geotechnical and Geoenvironmental Engineering, 144(2), https://doi.org/10.1061/%28ASCE%29GT.1943-5606.0001751

Journal Article Type Article
Acceptance Date Feb 23, 2017
Online Publication Date Nov 28, 2017
Publication Date Feb 1, 2018
Deposit Date Feb 27, 2017
Publicly Available Date Nov 28, 2017
Journal Journal of Geotechnical and Geoenvironmental Engineering
Print ISSN 1090-0241
Electronic ISSN 1943-5606
Publisher American Society of Civil Engineers
Peer Reviewed Peer Reviewed
Volume 144
Issue 2
DOI https://doi.org/10.1061/%28ASCE%29GT.1943-5606.0001751
Keywords tunnel, pile, centrifuge modelling, building response, settlements, soil-structure interaction
Public URL https://nottingham-repository.worktribe.com/output/909111
Publisher URL http://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0001751
Related Public URLs http://dx.doi.org/10.17639/nott.74
Contract Date Feb 27, 2017

Files

Franza%20Marshall_2017_Centrifuge%20modelling%20study%20of%20the%20response%20of%20piled%20structures%20to%20tunnelling%282%29.pdf (1.4 Mb)
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Copyright Statement
Copyright information regarding this work can be found at the following address: http://creativecommons.org/licenses/by/4.0




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