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Response of Framed Buildings on Raft Foundations to Tunneling

Xu, Jingmin; Franza, Andrea; Marshall, Alec M.

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Authors

Jingmin Xu

Andrea Franza

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



Abstract

This paper investigates the response of framed buildings on raft foundations to tunnel construction using geotechnical centrifuge testing. Five framed building models were considered and the influence of building configuration, weight, eccentricity, and soil density were evaluated. Soil and foundation displacements, frame deformed shape, maximum structure deformation parameters (deflection ratios and angular distortions), and associated modification factors are illustrated. Results indicate that, unlike equivalent isotropic plates, framed buildings primarily exhibit shear behavior and a semi-flexible response. Building deformed shapes indicate that angular/shear distortions (considering bay slope and local tilt) are more appropriate for quantifying framed building distortions than deflection ratios. A relative stiffness parameter is suggested to relate maximum angular distortions to greenfield settlement slope. Moreover, the efficiency of available relative stiffness parameters for the deflection ratio modification factors is confirmed. Limitations of the equivalent plate approach and practical implications of the results for framed buildings are discussed.

Citation

Xu, J., Franza, A., & Marshall, A. M. (2020). Response of Framed Buildings on Raft Foundations to Tunneling. Journal of Geotechnical and Geoenvironmental Engineering, 146(11), Article 04020120. https://doi.org/10.1061/%28asce%29gt.1943-5606.0002376

Journal Article Type Article
Acceptance Date Jun 18, 2020
Online Publication Date Aug 25, 2020
Publication Date Nov 1, 2020
Deposit Date Jun 19, 2020
Publicly Available Date Jun 19, 2020
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 146
Issue 11
Article Number 04020120
DOI https://doi.org/10.1061/%28asce%29gt.1943-5606.0002376
Keywords Geotechnical Engineering and Engineering Geology; General Environmental Science
Public URL https://nottingham-repository.worktribe.com/output/4679572
Publisher URL https://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0002376

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