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Abstract Tunnel excavation through fill slopes under extreme rainfall involves complex hydro-mechanical interactions among excavation-induced stress redistribution, rainfall infiltration, slope deformation, and adjacent infrastructure. This study investigates the response and stability of a tunnel–fill slope system using integrated physical model testing and numerical simulation.
As a journalist, you can create a free Muck Rack account to customize your profile, list your contact preferences, and upload a portfolio of your best work.
