Finite Element Method for Designing Large Section Underground Works by Sequential Excavation Method. Study Case: Lugoj-Deva Road Tunnel

Data publikacji: 12 lip 2022

Zakres stron: 1 - 15

DOI: https://doi.org/10.2478/minrv-2022-0008

Słowa kluczowe

sequential excavation method (S.E.M.), finite element method, underground work, deformation, convergence-shrinkage, rock-support interaction, coefficient of pressure

© 2022 Mihaela Toderaș, published by Sciendo

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