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of 34
pro vyhledávání: '"Lalicata Leonardo Maria"'
Two Nitsche-based mixed finite element discretizations for the seepage problem in Richards' equation
Autor:
Gatti, Federico, Bressan, Andrea, Fumagalli, Alessio, Gallipoli, Domenico, Lalicata, Leonardo Maria, Pittaluga, Simone, Tamellini, Lorenzo
This paper proposes two algorithms to impose seepage boundary conditions in the context of Richards' equation for groundwater flows in unsaturated media. Seepage conditions are non-linear boundary conditions, that can be formulated as a set of unilat
Externí odkaz:
http://arxiv.org/abs/2407.07865
Publikováno v:
E3S Web of Conferences, Vol 382, p 07003 (2023)
The growing pressures of climate change, increased usage and unprecedented geo-hazards impose a modification in the way civil engineering structures are designed and constructed. This isparticularly true for geotechnical works, which are very sensiti
Externí odkaz:
https://doaj.org/article/1988f095168149d6bc332c46e84ca989
Autor:
Bruno Agostino Walter, Pitso Talenta, Lalicata Leonardo Maria, De Paoli Adrian, Gallipoli Domenico
Publikováno v:
E3S Web of Conferences, Vol 382, p 15002 (2023)
This paper extends the modified Cam-Clay model to describe the behaviour of unsaturated soils by replacing the effective stress with the scaled stress. The scaled stress accounts for the mechanical effect of capillarity by factoring Bishop’s stress
Externí odkaz:
https://doaj.org/article/b00c1a8f438c4d25a2b9b77e16e10c37
Publikováno v:
E3S Web of Conferences, Vol 382, p 23003 (2023)
Raw earth is emerging as a viable building material with lower carbon emissions than conventional concrete and fired bricks. Raw earth is as an excellent passive hygro-thermal regulator, which improves occupants’ comfort while reducing the need for
Externí odkaz:
https://doaj.org/article/4e5dd9d9a7a644e2ae6fb156728bcb6f
Autor:
Lalicata Leonardo Maria, Rotisciani Giada Maria, Desideri Augusto, Casini Francesca, Thorel Luc
Publikováno v:
E3S Web of Conferences, Vol 195, p 01021 (2020)
In this paper, selected aspects of an experimental study conducted in a geotechnical centrifuge are discussed. The tests aimed to explore the effects of partial saturation of soil on the response of a single pile subjected to a combination of lateral
Externí odkaz:
https://doaj.org/article/7e518d6d4aac44c992e558720f7f3d18
Autor:
Bruno, Agostino Walter, Lalicata, Leonardo Maria, Abdallah, Rafik, Lagazzo, Alberto, Arris-Roucan, Sofia, McGregor, Fionn, Perlot, Céline, Gallipoli, Domenico
Publikováno v:
In Construction and Building Materials 16 August 2024 439
Publikováno v:
In Computers and Geotechnics March 2023 155
Publikováno v:
International Journal of Physical Modelling in Geotechnics; Mar2024, Vol. 24 Issue 2, p78-91, 14p
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