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What is Soil-Structure Interaction in Tunnels about?

This conference paper investigates the soil-structure interaction of two different configurations of a cut and cover tunnel in Erbil, using Plaxis-2D software to simulate triangle and horseshoe cross-sectional shapes. The results indicate that the horseshoe configuration produces lower shear forces and bending moments, allowing for reduced material usage and carbon emissions. The study concludes that changing tunnel shapes can significantly impact construction costs and environmental effects.

Author

Sarrauste Julien

Language

EN