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dc.contributor.authorRodríguez Díez, Rafael
dc.contributor.authorBascompta Massanes, Marc
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Minera, Industrial i TIC
dc.coverage.spatialeast=-6.7215297; north=43.5202209; name=AS-25, 33719 Armental, Asturias, Espanya
dc.date.accessioned2020-07-29T13:49:53Z
dc.date.available2020-07-29T13:49:53Z
dc.date.issued2020-07-08
dc.identifier.citationRodríguez, R.; Bascompta, M. Vibration analysis and empirical law definition for different equipment in a civil construction. "Applied sciences", 8 Juliol 2020, vol. 10, núm. 14, p. 4689: 1-4689: 19.
dc.identifier.issn2076-3417; CODEN: ASPCC7
dc.identifier.urihttp://hdl.handle.net/2117/327992
dc.description.abstractThe potential affection of any construction, and especially historical sites, is of great concern for their long-term maintenance and stability. This study has determined the vibration behavior in poor-quality rock mass conditions generated by some of the most typical equipment used in construction: excavator, ripper, ripper vibrator, hydraulic hammer, bulldozer and vibrating roller. Several empirical expressions are proposed to know the maximum velocity at different distances for each type of equipment, taking into account the intensity of the vibration generated and its pattern. A general equation has also been defined to determine the vibration propagation along the distance at a construction site, based on the impact generated by all the possible vibration elements, exogenous and endogenous, including machinery working individually or in any possible combination and number. On the other hand, the maximum allowable velocity in the case study is also discussed and compared to international standards, stating some recommendations. It would be very important to have a clear legislation in this regard due to the high density of sensitive constructions in Spain and the economic implications of applying too high or too low standard values.
dc.description.sponsorshipThe present work was funded by the company Via Tramo 2 UTE in the frame of the University-Company collaboration projects FUO-EM-188-11 and FUO-EM-256-12.
dc.language.isoeng
dc.rightsAttribution 4.0 International
dc.rights.urihttp://creativecommons.org/licenses/by/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.lcshExcavation
dc.subject.lcshVibration -- Mathematical models
dc.subject.lcshHistoric buildings -- Maintenance and repair
dc.subject.lcshTunneling
dc.subject.otherEmpirical analysis
dc.subject.otherMechanical excavation
dc.subject.otherGround vibration
dc.subject.otherHistorical construction
dc.subject.otherWave propagation
dc.titleVibration analysis and empirical law definition for different equipment in a civil construction
dc.typeArticle
dc.subject.lemacSòls -- Vibració
dc.subject.lemacExcavació
dc.subject.lemacVibració -- Models matemàtics
dc.subject.lemacEdificis històrics -- Manteniment i reparació
dc.subject.lemacTúnels -- Perforació
dc.contributor.groupUniversitat Politècnica de Catalunya. GREMS - Grup de Recerca en Mineria Sostenible
dc.identifier.doi10.3390/app10144689
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.mdpi.com/2076-3417/10/14/4689
dc.rights.accessOpen Access
local.identifier.drac28844896
dc.description.versionPostprint (published version)
local.citation.authorRodríguez, R.; Bascompta, M.
local.citation.publicationNameApplied sciences
local.citation.volume10
local.citation.number14
local.citation.startingPage4689: 1
local.citation.endingPage4689: 19


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Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution 4.0 Generic