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dc.contributor.authorBascompta Massanes, Marc
dc.contributor.authorRodríguez Díez, Rafael
dc.contributor.authorGarcía de Marina, Laura
dc.contributor.authorLobardía Fernández, Cristóbal
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Minera, Industrial i TIC
dc.coverage.spatialeast=-5.71983; north=43.4866; name=AS-18, 4A, 33392 Gijón, Asturias, Espanya
dc.date.accessioned2021-09-01T11:13:12Z
dc.date.available2021-09-01T11:13:12Z
dc.date.issued2021-10-01
dc.identifier.citationBascompta, M. [et al.]. Determination of the ground vibration attenuation law from a single blast: a particular case of trench blasting. "Journal of rock mechanics and geotechnical engineering", octubre 2021, v. 13, n. 5, p 1182-1192
dc.identifier.issn1674-7755
dc.identifier.urihttp://hdl.handle.net/2117/350599
dc.description© 2021. This version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/
dc.description.abstractThe general transmissivity law of ground vibrations was studied, and a user-friendly methodology for determining the behavior of vibrations generated in any rock mass is proposed. The study was based on a single blast in a trench excavation, analyzing the vibration components recorded from two fixed locations. The attenuation law and the main variables according to the legal requirements, frequency and peak particle velocity (PPV), are defined with this novel method, achieving a high confidence level in a simple manner. The proposed approach can also have an important impact in terms of reducing the potential consequences of vibrations for the surrounding construction and achieving the required definition of rock mass. Reducing the cost and time in many projects where blasting techniques are applied is particularly useful for the design of future blasts.
dc.description.sponsorshipThe present work was partially funded by Perforaciones Noroeste S.A. in the frame of the University-Company collaboration project FUO-068-17.
dc.language.isoeng
dc.publisherScience Press
dc.rightsAttribution-NonCommercial-NoDerivs 4.0 International
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectÀrees temàtiques de la UPC::Enginyeria mecànica::Mecànica::Vibracions mecàniques
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshSoils -- Vibration
dc.subject.lcshBlasting
dc.subject.lcshDitches
dc.subject.otherEmpirical analysis
dc.subject.otherBlasting
dc.subject.otherGround vibration
dc.subject.otherTrenching
dc.subject.otherWave propagation
dc.titleDetermination of the ground vibration attenuation law from a single blast: a particular case of trench blasting
dc.typeArticle
dc.subject.lemacSòls -- Vibració
dc.subject.lemacVoladures (Mineria)
dc.subject.lemacRases
dc.contributor.groupUniversitat Politècnica de Catalunya. GREMS - Grup de Recerca en Mineria Sostenible
dc.identifier.doi10.1016/j.jrmge.2021.03.016
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S167477552100086X
dc.rights.accessOpen Access
local.identifier.drac31921762
dc.description.versionPostprint (published version)
local.citation.authorBascompta, M.
local.citation.publicationNameJournal of rock mechanics and geotechnical engineering
local.citation.volume13
local.citation.number5
local.citation.startingPage1182
local.citation.endingPage1192


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