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- W247422119 abstract "The United Kingdom Channel Tunnel Rail Link (CTRL) project will include the excavation of 35 km of 8m diameter tunnels under London. Special care and investigation is being considered to avoid tunneling induced effects on overlying structures. As there is a dearth of information on the effects of tunneling on piled foundations, the article discusses a recent study investigated the problem of soil- structure interaction by means of centrifuge modelling. The article first describes the centrifuge model, followed by a discussions on single pile settlement, load changes on single piles, and tunnel- induced settlement. It concludes that tunneling can be performed safely using advanced tunneling boring machines (TBM) but only after understanding the influence on the piled bridge so that proper mitigation measures can be implemented in response to unwanted ground movement." @default.
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- W247422119 date "2003-06-01" @default.
- W247422119 modified "2023-09-26" @default.
- W247422119 title "TUNNELLING EFFECTS ON PILED FOUNDATIONS" @default.
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