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- W634226039 abstract "Tunneling induced settlement is often a controlling factor in the design of a subway or underground facility due to the impact on adjacent or overhead infrastructure. A method that takes an acceptable ground surface settlement profile and relates it to a tunnel or tunnel system configuration that will produce an acceptable/tolerable settlement profile is proposed. Also included in this paper is a brief discussion of existing methods of tunnel settlement analysis as well as two (2) case studies illustrating the proposed method. The chosen case studies are urban subgrade rail tunnels (subways) constructed in Istanbul, Turkey and Bangkok, Thailand. Each case study illustrates the use of the iterative static back calculation - finite element model prediction/solution method. The initial settlement profiles used for both case histories were literature obtained measured settlement profiles. These settlement profiles were assumed to be the tolerable settlement profiles for the subway systems. For each case history, the iterative static back calculation – finite element model ingested the individual literature obtained design settlement profile to identify an optimum tunnel configuration (depth and size) that will reproduce the design settlement profile. Comparisons were made between the as-built tunnel configuration and the predicted tunnel configuration." @default.
- W634226039 created "2016-06-24" @default.
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- W634226039 date "2011-01-01" @default.
- W634226039 modified "2023-09-26" @default.
- W634226039 title "Subway Tunnel Design Using a Ground Surface Settlement Profile to Characterize an Acceptable Configuration" @default.
- W634226039 hasPublicationYear "2011" @default.
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