In this paper we propose a 3D Finite Element (FE) approach to model the excavation of twin tunnels, accounting for the strongly non-linear soil behaviour, interacting with monumental masonry structures, carefully modelling their geometry and non-linear anisotropic mechanical behaviour. The work focuses on a specific case-study related to the ongoing construction of the line C of Rome underground.

Interaction Between Tunnel Excavations and Historical Structures in Rome: A Fully Coupled Structural and Geotechnical Approach / Amorosi, A.; Rampello, S.; Sangirardi, M.; Mattucci, G.. - (2023), pp. 357-364. - LECTURE NOTES IN CIVIL ENGINEERING. [10.1007/978-3-031-12851-6_43].

Interaction Between Tunnel Excavations and Historical Structures in Rome: A Fully Coupled Structural and Geotechnical Approach

Amorosi A.
;
Rampello S.;
2023

Abstract

In this paper we propose a 3D Finite Element (FE) approach to model the excavation of twin tunnels, accounting for the strongly non-linear soil behaviour, interacting with monumental masonry structures, carefully modelling their geometry and non-linear anisotropic mechanical behaviour. The work focuses on a specific case-study related to the ongoing construction of the line C of Rome underground.
2023
Lecture Notes in Civil Engineering
978-3-031-12850-9
978-3-031-12851-6
Masonry; Nonlinearity; Soil-structure interaction; Tunnel construction
02 Pubblicazione su volume::02a Capitolo o Articolo
Interaction Between Tunnel Excavations and Historical Structures in Rome: A Fully Coupled Structural and Geotechnical Approach / Amorosi, A.; Rampello, S.; Sangirardi, M.; Mattucci, G.. - (2023), pp. 357-364. - LECTURE NOTES IN CIVIL ENGINEERING. [10.1007/978-3-031-12851-6_43].
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/1668200
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