Zobrazeno 1 - 10
of 163
pro vyhledávání: '"Mancuso Claudio"'
Publikováno v:
E3S Web of Conferences, Vol 544, p 05001 (2024)
The mechanical behaviour of rockfill materials is strongly affected by particle breakage, which causes a continuous variation of the grain size distribution (GSD) until a stationary condition. Although the evolution of grain crushing caused among oth
Externí odkaz:
https://doaj.org/article/2aac8a9a401e4a3295f69a3ccac385c8
Autor:
Ventini Roberta, Dodaro Elena, Giretti Daniela, Pirone Marianna, Zarattini Francesco, Gragnano Carmine Gerardo, Fioravante Vincenzo, Gabrieli Fabio, Gottardi Guido, Mancuso Claudio
Publikováno v:
E3S Web of Conferences, Vol 382, p 12008 (2023)
Earthen river embankments are typically in unsaturated conditions during their lifetime and the degree of saturation within their bodies may vary significantly throughout the year, due to seasonalfluctuations of the river stage, as well as infiltrati
Externí odkaz:
https://doaj.org/article/2685afdd3976470d9824713454533f30
Publikováno v:
E3S Web of Conferences, Vol 382, p 09007 (2023)
The study of the hydraulic behaviour of compacted soils in partially saturated conditions is essential for understanding the engineering performance of geotechnical structures such as river embankments. The paper presents the results of an experiment
Externí odkaz:
https://doaj.org/article/e60d95a484774ca784a0c56f2d782d77
Publikováno v:
E3S Web of Conferences, Vol 195, p 03033 (2020)
Rockfill dams have become more and more recognized for their safety, economy and adaptability to widely varying site conditions. As a contribution to the understanding of the main factors affecting the rockfill behaviour, the paper reports and discus
Externí odkaz:
https://doaj.org/article/6f248480a7da401fa223f5f9896dc01d
Publikováno v:
E3S Web of Conferences, Vol 92, p 02004 (2019)
As well known, rockfill behaviour is strongly influenced by both intrinsic (mineralogy and size of particles, grain shapes, soil grading etc.) and state parameters (relative density, stress state, relative humidity). To investigate their mechanical r
Externí odkaz:
https://doaj.org/article/1d25e103ff7f4b22b87be8edbc35068f
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
Publikováno v:
In Computers and Geotechnics April 2022 144
Autor:
Ventini Roberta, Giretti Daniela, Pirone Marianna, Dodaro Elena, Gragnano Carmine Gerardo, Girardi Veronica, Zarattini Francesco, Fioravante Vincenzo, Gabrieli Fabio, Gottardi Guido, Simonini Paolo, Mancuso Claudio
In questo lavoro sono riportati i risultati sperimentali di una prova in centrifuga su un modello di argine fluviale soggetto ad una progressiva sollecitazione idraulica. Le misure di pressioni neutre e di suzione nell’argine mostrano che il fronte
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::96319ed5dafe8806022768130c8a99e1
http://hdl.handle.net/11588/896418
http://hdl.handle.net/11588/896418
