Mostra el registre d'ítem simple
Application of Barcelona test for controlling energy absorption capacity of FRS in underground mining works
dc.contributor.author | Carmona, Sergio |
dc.contributor.author | Molins i Borrell, Climent |
dc.contributor.author | García Guzmán, Sergio |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.date.accessioned | 2020-05-06T12:13:15Z |
dc.date.available | 2022-02-22T01:27:46Z |
dc.date.issued | 2020-06 |
dc.identifier.citation | Carmona, S.; Molins, C.; García, S. Application of Barcelona test for controlling energy absorption capacity of FRS in underground mining works. "Construction and building materials", Juny 2020, vol. 246, p. 118458:1-118458:12. |
dc.identifier.issn | 0950-0618 |
dc.identifier.uri | http://hdl.handle.net/2117/186535 |
dc.description.abstract | In recent years in Chile, the use of fiber reinforced shotcrete (FRS) has been widely extended in underground works, particularly in tunnels for roads, mines and hydroelectric projects. In these projects, the design of the supports is mainly based on the modified Q–Barton method, which relates the rock mass quality to the minimum energy absorption capacity of the FRS, which is determined by the square panel test, with panels filled during spraying. However, to obtain these specimens, complex procedures must be followed both on-site and, in the laboratory, and the results obtained present a large scatter. To improve the execution control of the FRS lining of tunnels, an empirical correlation has been developed between the square panel test of a synthetic-fiber reinforced concrete and the double-punch Barcelona test of cylinders, at laboratory level. The application of such a correlation to a concrete sprayed on-site using the same fiber has proven satisfactory, with a maximum difference between the experimental and the correlated measurement of 9.9%. Then, the methodology presented in this paper can be applied to control the FRS to any other case. |
dc.description.sponsorship | This research was supported by Fondo Nacional de Desarrollo Científico y Tecnológico Chile (Fondecyt) Project ID 1150881 “Use of the Generalized Barcelona Test for Characterization and Quality Control of Fiber Reinforced Shotcretes in Underground Mining Works”. The authors thank the help of Vicepresidencia of CODELCO- Chile, ACCIONA Agencia Chile, Astaldi Sucursal Chile, Lem Laboratory, and Claudio Parada of Barchip Chile. |
dc.language.iso | eng |
dc.publisher | Elsevier |
dc.rights | © 2019. Elsevier |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Túnels i excavacions |
dc.subject.lcsh | Tunnels--Design and construction |
dc.subject.other | Squared panel test |
dc.subject.other | Energy absorption capacity |
dc.subject.other | Fiber reinforced shotcrete |
dc.subject.other | Tunneling |
dc.subject.other | BCN test |
dc.title | Application of Barcelona test for controlling energy absorption capacity of FRS in underground mining works |
dc.type | Article |
dc.subject.lemac | Túnels -- Disseny i construcció |
dc.contributor.group | Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials |
dc.identifier.doi | 10.1016/j.conbuildmat.2020.118458 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/abs/pii/S0950061820304633 |
dc.rights.access | Open Access |
local.identifier.drac | 27776553 |
dc.description.version | Postprint (author's final draft) |
local.citation.author | Carmona, S.; Molins, C.; García, S. |
local.citation.publicationName | Construction and building materials |
local.citation.volume | 246 |
local.citation.startingPage | 118458:1 |
local.citation.endingPage | 118458:12 |
Fitxers d'aquest items
Aquest ítem apareix a les col·leccions següents
-
Articles de revista [3.002]
-
Articles de revista [360]
-
Articles de revista [173]