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dc.contributor.authorNovák J.
dc.contributor.authorChylík R.
dc.contributor.authorTrtík T.
dc.contributor.authorKohoutková A.
dc.date.accessioned2020-03-26T16:51:58Z
dc.date.available2020-03-26T16:51:58Z
dc.date.issued2020
dc.identifierV3S-340455
dc.identifier.citationNOVÁK, J., et al. Study on pervious recycled aggregate fiber-reinforced concrete for airfield pavement. In: 8th Global Conference on Materials Science and Engineering (CMSE2019). The 8th Global Conference on Materials Science and Engineering (CMSE 2019), Sanya, 2019-11-12/2019-11-15. Bristol: IOP Publishing Ltd, 2020. IOP Conference Series: Materials Science and Engineering. vol. 770. ISSN 1757-899X. DOI 10.1088/1757-899X/770/1/012040. Available from: https://iopscience.iop.org/article/10.1088/1757-899X/770/1/012040/pdf
dc.identifier.issn1757-8981 (print)
dc.identifier.issn1757-899X (online)
dc.identifier.urihttp://hdl.handle.net/10467/87191
dc.description.abstractFor the last several years, the attention has been devoted to the development of ecofriendly construction materials with the aim to reduce the environmental impact of construction. The integral part of this development is to find applications for which the recycled materials could be used efficiently. The presented study deals with the development of recycled aggregate fibre reinforced concrete which is going to be used for an innovative precast concrete pavement system. The system is being developed recently at Czech Technical University in Prague with the aim to provide a system for airfield pavement with rapid construction and recycled material utilization. The investigated material is going to be used for construction of a sub-base course which is underneath a surface course of precast concrete elements. Within the scope of the work,standard laboratory tests were conducted with the aim to observe mechanical properties of recycled aggregate fibre reinforced concrete. The obtained findings showed that the material exhibits ductile behaviour likely due to very long polypropylene fibres used for strengthening concrete matrix. On the contrary, the tested material has low modulus of elasticity in comparison with conventional concrete. Subsequently, the pilot construction of the sub-base course was carried out in order to examine both concrete mixture preparation and concrete course installation in practice. The obtained findings showed that a compaction ratio of the material is about 20%. Moreover, a flat surface of the sub-base course was hard to achieve considering the used manufacturing technology.eng
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherIOP Publishing Ltd
dc.relation.ispartof8th Global Conference on Materials Science and Engineering (CMSE2019)
dc.relation.urihttps://iopscience.iop.org/article/10.1088/1757-899X/770/1/012040/pdf
dc.subjectpervious concreteng
dc.subjectfiber reinforced concreteeng
dc.subjectairfiled pavementeng
dc.subjectrecycled aggregateeng
dc.subjectflexural strengtheng
dc.titleStudy on pervious recycled aggregate fiber-reinforced concrete for airfield pavementeng
dc.typestať ve sborníkucze
dc.typeconference papereng
dc.identifier.doi10.1088/1757-899X/770/1/012040
dc.relation.projectidinfo:eu-repo/grantAgreement/Technology Agency of the Czech Republic/TH/TH02010375/CZ/Airfield concrete panel/BLP
dc.rights.accessclosedAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion
dc.identifier.scopus2-s2.0-85082923183
dc.relation.conferenceThe 8th Global Conference on Materials Science and Engineering (CMSE 2019)


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