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Vibration effects in the process of dynamic compaction of fresh concrete and stabilized earth

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dc.contributor.author BORDOS, Ruslan
dc.contributor.author BRĂGUŢA, Eugeniu
dc.contributor.author DOHMILĂ, Iurie
dc.date.accessioned 2020-09-14T14:03:04Z
dc.date.available 2020-09-14T14:03:04Z
dc.date.issued 2018
dc.identifier.citation BORDOS, Ruslan, BRĂGUȚA, Eugeniu, DOHMILĂ, Iurie. Vibration effects in the process of dynamic compaction of fresh concrete and stabilized earth. In: Probleme actuale ale urbanismului şi amenajării teritoriului: culegere de art. la conf. tehn.-şt. intern., 16-17 noiembrie 2018. Chişinău, 2018, pp. 265-269. ISBN 978-9975-87-384-0. en_US
dc.identifier.isbn 978-9975-87-384-0
dc.identifier.uri http://repository.utm.md/handle/5014/9414
dc.description.abstract Vibration effects are presented in the compaction of fresh concrete and stabilized earth. Thus, stabilized by compacting earth under a forced vibration dynamic relations were established for calculating the modulus of elasticity, load capacity, Poisson’s ratio and modulus volume. They also played in the yard and experimental results based on samples in situ. For the fresh concrete in the compacting process has been established and the relationships for calculating the rheological model of dissipative energy in accordance with the effect of compaction. There are shows experimental results where it is found that the optimal duration of vibration can be determined by experimental and analytical assessments based on whether the vibration and the concrete grade. en_US
dc.language.iso en en_US
dc.publisher Tehnica UTM en_US
dc.rights Attribution-NonCommercial-NoDerivs 3.0 United States *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/3.0/us/ *
dc.subject concrete en_US
dc.subject coefficient of Poisson en_US
dc.subject beton en_US
dc.title Vibration effects in the process of dynamic compaction of fresh concrete and stabilized earth en_US
dc.type Article en_US


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