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The document describes an experimental study that investigated the effect of pile loading on an existing tunnel in Delhi silt. A small-scale physical model was constructed to simulate a tunnel and piles, and tests were performed with the pile at various distances from the tunnel. The results showed that pile loading significantly affected the strain in the tunnel lining when the pile was within 12 times the pile diameter of the tunnel axis. Three-dimensional numerical simulations were also conducted and fai

Author

billkhandai007

Language

EN