Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.tust.2021.104038
Title: Centrifuge and theoretical study on tunnel-raft interaction in clay
Authors: Yu, J
Leung, CF 
Huang, M
Fu, Y
Issue Date: 1-Sep-2021
Publisher: Elsevier BV
Citation: Yu, J, Leung, CF, Huang, M, Fu, Y (2021-09-01). Centrifuge and theoretical study on tunnel-raft interaction in clay. Tunnelling and Underground Space Technology 115 : 104038-104038. ScholarBank@NUS Repository. https://doi.org/10.1016/j.tust.2021.104038
Abstract: Tunnelling induced ground movement may affect adjacent raft foundations. A series of centrifuge model tests was performed to investigate the settlement and induced strain profiles of rafts of different rigidities due to tunnelling. The results reveal that the theoretical relationship between raft bending strain and deflection ratio derived from a simply supported centrally loaded Timoshenko beam is not able to predict the bending strain and raft settlement in certain situations. An elastic-continuum-based simplified method considering raft weight and soil-raft separation is then presented and first verified against the results of centrifuge tests. Parametric studies were further conducted to investigate the effect of the raft-soil relative location on the relationship between deflection ratio and bending strain. The results reveal the original deflection ratio cannot fully capture the deflection characteristic of the raft settlement due to tunnelling. A modified deflection ratio is proposed to better characterize different raft settlement profiles.
Source Title: Tunnelling and Underground Space Technology
URI: https://scholarbank.nus.edu.sg/handle/10635/210438
ISSN: 08867798
DOI: 10.1016/j.tust.2021.104038
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