dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Mandolini, Alessandro | |
dc.contributor.author | Viggiani, Giulia M.B. | |
dc.date.accessioned | 2025-04-30T05:59:05Z | |
dc.date.available | 2025-04-30T05:59:05Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157438 | |
dc.description.abstract | The design of a deep excavation must address a number of issues such as, for instance, the choice of an adequate support system,
the definition of the sequence of construction phases, the computation of the stresses in the structural members, and the
evaluation of the magnitude and distribution of ground displacements connected to the construction phases and to possible
changes of groundwater pressures connected with the excavation. Under these premises, in the paper it is presented a summary of
the main results obtained by an intense monitoring program carried out in the occasion of the construction of deep excavations in
the densely urban environment of Napoli (Italia) for the completion of the existing Underground Line 1. | en_US |
dc.description.sponsorship | Lucio Amato | |
dc.description.sponsorship | Emilio Caputo | |
dc.description.sponsorship | Mario Carastro | |
dc.description.sponsorship | Filippo Cavuoto | |
dc.description.sponsorship | Andrea Corbo | |
dc.description.sponsorship | Luca de Sanctis | |
dc.description.sponsorship | Giovanni Fiore | |
dc.description.sponsorship | Antonio Gens | |
dc.description.sponsorship | Sebastià Olivella | |
dc.description.sponsorship | Ronny Pelaez | |
dc.description.sponsorship | Enrique Romero | |
dc.description.sponsorship | Andrea Verrone | |
dc.format.extent | 11 p. | en_US |
dc.format.medium | Tekstas / Text | en_US |
dc.language.iso | en | en_US |
dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/157277 | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.source.uri | https://www.sciencedirect.com/science/article/pii/S1877705817305209 | en_US |
dc.subject | artificial ground freezing | en_US |
dc.subject | case histories | en_US |
dc.subject | deep excavations | en_US |
dc.subject | monitoring | en_US |
dc.subject | underground | en_US |
dc.title | Experiences gathered from the construction of Napoli underground | en_US |
dc.type | Konferencijos publikacija / Conference paper | en_US |
dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
dcterms.license | CC BY NC ND | en_US |
dcterms.references | 10 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Seconda Università degli Studi di Napoli – DIcDEA | en_US |
dc.contributor.institution | Università degli Studi di Roma Tor Vergata – DICII | en_US |
dcterms.sourcetitle | Procedia Engineering | en_US |
dc.description.volume | vol. 172 | en_US |
dc.publisher.name | Elsevier | en_US |
dc.publisher.country | United Kingdom | en_US |
dc.publisher.city | Oxford | en_US |
dc.description.fundingorganization | Seconda Università di Napoli | |
dc.description.fundingorganization | Pizzarotti S.p.a. (for Garibaldi Station) | |
dc.description.fundingorganization | Sudmetro S.p.a. (for Municipio Station) | |
dc.identifier.doi | https://doi.org/10.1016/j.proeng.2017.02.014 | en_US |