Zobrazeno 1 - 10
of 189
pro vyhledávání: '"Gallipoli Domenico"'
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:
Mendes Joao, Jamali Armin, Najdi Abdallah, Encalada David, Bruno Agostino W., Prat Pere C., Buzzi Olivier, Gallipoli Domenico, Ledesma Alberto, Toll David
Publikováno v:
E3S Web of Conferences, Vol 382, p 22001 (2023)
High capacity tensiometers (HCT) allow the direct measurement of soil matric suction, and their major limitation is the occurrence of cavitation. In this paper HCT designs using different ceramic filters with varied air entry values (AEV), varied res
Externí odkaz:
https://doaj.org/article/060140cc0ca54f5eacccb4eeeea6e35c
Autor:
Tarantino Alessandro, El Mountassir Grainne, Wheeler Simon, Gallipoli Domenico, Russo Giacomo, Augarde Charles, Urciuoli Gianfranco, Pirone Marianna, Stokes Alexia, van de Kuilen Jan Willem, Gard Wolfgang, Fourcaud Thierry, Romero Enrique, Priegue Angel, Smith Colin C, Larrey-Lassalle Pyrène, Becker Patrick, Ferrari Alessio, Dainese Roberta, Salifu Emmanuel, Beber Raniero, Scarfone Riccardo, Cuccurullo Alessia, Coudert Elodie, Dias Sofia, Mmuguda-Viswanath Sravan, Rossi Lorenzo MW, Kamath Abhijith, Fraccica Alessandro, Karagianni Pavlina, González Castejón Javier, Ouakka Slimane, Zannin Jacopo, Speranza Gianluca
Publikováno v:
E3S Web of Conferences, Vol 195, p 01002 (2020)
The geotechnical construction industry is a major component of the overall construction sector and is strategically important in infrastructure development (transportation, flood and landslide protection, building foundations, waste disposal). Althou
Externí odkaz:
https://doaj.org/article/0d1b26d5abf74c899e13328f1bcad24a
Publikováno v:
E3S Web of Conferences, Vol 195, p 02001 (2020)
This paper presents a bounding surface model predicting the combined effects of cementation and partial saturation on the mechanical behaviour of soils subjected to isotropic loading. The loss of cementation caused by loading, wetting or drying of a
Externí odkaz:
https://doaj.org/article/7081af24c0c04f50a99b2fd8dd2f7c57
Autor:
Russo Giacomo, Rezza Andrea, Mancuso Claudio, Oliviero Vincenzo, D’Onza Francesca, Gallipoli Domenico, Wheeler Simon
Publikováno v:
E3S Web of Conferences, Vol 9, p 06003 (2016)
The paper presents and discusses some results of an experimental research aimed at analysing the influence of compaction variables (w and energy) and method on the resulting microstructure of a compacted silty soil. In particular, the experimental da
Externí odkaz:
https://doaj.org/article/28f94e07c74a416a8c7832b53080d1bb
Publikováno v:
E3S Web of Conferences, Vol 9, p 11003 (2016)
A clayey soil has been tested in the laboratory in order to investigate the influence of the compaction procedure on the soil retention behaviour. In common engineering practice, data available for modelling are those of the soil compacted in the lab
Externí odkaz:
https://doaj.org/article/d203a7122415496bbcaa69c36a4a7cb2
Autor:
Tarantino Alessandro, Gallipoli Domenico, Jommi Cristina, Mendes Joao, Capotosto Anastasia, Amabile Alessia, Pedrotti Matteo, Pozzato Annarita, Beneš Vojtěch, Bottaro Fabio, Denzer Heiner, Boeck Fabian
Publikováno v:
E3S Web of Conferences, Vol 9, p 04001 (2016)
The paper presents results achieved within the project MAGIC, a project funded by the European Commission under the Marie-Curie Industry Academia Partnerships and Pathways (IAPP) scheme. The project MAGIC aims to advance the state-of-the art in the m
Externí odkaz:
https://doaj.org/article/ef2067609aa04e49901f51b7bad07951