Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Dodaro, E."'
Autor:
Gragnano C. G., Pirone M., Giretti D., Dodaro E., Ventini R., Fioravante V., Mancuso C., Gottardi G.
In the present contribution, a seepage induced in an earth river embankment is investigated by numerical simulations, using soil characterization derived from an experimental laboratory investigation and varying the boundary conditions to the embankm
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::d7d7c7f6ad8ff867809e0cb15e754b5f
http://hdl.handle.net/11588/896458
http://hdl.handle.net/11588/896458
Autor:
Giretti, D., Pirone, M., Dodaro, E., Ventini, R., Gragnano, C. G., Fioravante, V., Mancuso, C., Gottardi, G., Gabrieli, F.
This paper reports the results of a centrifuge test on a silty sand river embankment compacted in unsaturated conditions and subjected to flooding. The measures of pore water pressure from tensiometers and pore pressure transducers show that the satu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::4573f0d00582ec06247a69744ffbdd53
http://hdl.handle.net/11588/896457
http://hdl.handle.net/11588/896457
Autor:
Dodaro E., Ventini R., Pirone M., Gragnano C. G., Giretti D., Gottardi G., Mancuso C., Fioravante V.
This paper concerns the numerical analysis aimed at reproducing the centrifuge test conducted on a clayey silty sand river embankment, compacted in unsaturated conditions and subjected to a simulated flood event. To investigate the observed behavior
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::f456bb3a30ea9e2b8650c0808ec1e6f6
http://hdl.handle.net/11588/896455
http://hdl.handle.net/11588/896455
La presente nota illustra sinteticamente le fasi di esecuzione e le modalità interpretative di prove triassiali consolidate drenate (TXCD) condotte su una miscela di sabbia e limo argilloso costipata in condizioni di parziale saturazione. I test a c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::533d07a4518ddd9f4b28db63182bcab3
http://hdl.handle.net/11588/896419
http://hdl.handle.net/11588/896419
Autor:
Ventini R., Dodaro E., Giretti D., Pirone M., Zarattini F., Gragnano C. G., Fioravante V., Gabrieli F., Gottardi G., Mancuso C.
Publikováno v:
E3S Web of Conferences. 382:12008
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::4e77f3ac8fc209c384e2c5e247023e66
https://doi.org/10.1051/e3sconf/202338212008
https://doi.org/10.1051/e3sconf/202338212008
Publikováno v:
Cone Penetration Testing 2022 ISBN: 9781003329091
Cone Penetration Testing 2022 ISBN: 9781003308829
Cone Penetration Testing 2022 ISBN: 9781003308829
When dealing with unsaturated soil conditions, the influence of matric suction on cone tip resistance of the soil above the ground water table is typically neglected in engineering practice, with consequent possible misinterpretation of soil features
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::626b0166827eb9f62922a03202e33811
http://hdl.handle.net/11585/891153
http://hdl.handle.net/11585/891153
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