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What is Twin Tunnel Surface Deformation Analysis about?

This study evaluates surface ground deformation caused by twin tunneling in the Eurasia Tunnel, Turkey, emphasizing the importance of pre-support systems to minimize surface settlements. It introduces a modification factor to existing prediction methods, accounting for pre-support effects and rock mass quality, based on numerical analyses conducted along the tunnel route. The findings indicate that surface settlement is primarily influenced by the deformation modulus of surrounding geo-materials, leading to

Author

anas.cbri24a

Language

EN