VILNIUS TECH University Research Management System (CRIS)
Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/119214

Workability of glass reinforced concrete (GRC) with granite and silica sand aggregates

Publication Type (CRIS)
Konferencijų tezės nerecenzuojamame leidinyje / Conference theses in non-peer-reviewed publication (T2)
Publication Type (eLABa)
Kitos konferencijos pranešimo tezės / Other conference presentation abstracts (T3)
VILNIUS TECH Research Priorities and Topics
Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques (SD03)
Lithuanian Intelligent Specialization
Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies (L104)
Author(s)
AuthorAffiliation
Moceikis, Rimvydas  
Statybinių medžiagų ir gaisrinės saugos katedra / Department of Building Materials and Fire Safety (0257)  
Kičaitė, Asta  
Statybinių medžiagų ir gaisrinės saugos katedra / Department of Building Materials and Fire Safety (0257)  
Keturakis, Evaldas
UAB BASF
Title
Workability of glass reinforced concrete (GRC) with granite and silica sand aggregates
[en]
Rimvydas Moceikis, Asta Kičaitė, Evaldas Keturakis
Is part of
IMST 2017. 3rd International conference Innovative Materials, Structures and Technologies, Riga, Latvia, 27-29 September, 2017 : [abstracts]
Published In
Year
2017
Publisher
Riga : Riga Technical University
Extent
p. 107
URI
URI
https://hdl.handle.net/20.500.14911/119214
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Medžiagų inžinerija / Materials engineering (T008)
Statybos inžinerija / Civil engineering (T002)
Keywords (en)
Abstract (en)

In this paper, GRC premix recipes including fine granite and silica sands, reinforced with 13mm length alkali resistant glass fibers are investigated. Two CEM I 52,5R cements with different particle sizes were used and severe water dissociation noticed in one of concrete mixes. Cement particle size distribution determined with laser diffraction particle analyser Cilas 1090LD. To determine modulus of rupture (M.O.R.) and limit of proportionality (L.O.P), plates thickness 15 and 20 mm were produced and tested for flexural resistance according to 4-point bending scheme. Concrete workability tests were made according EN 1170-1.

Resource Type (COAR)
TextConference outputConference proceedingsConference paper
Language
Anglų / English (en)
Country
Latvija / Latvia (LV)
eLABa ID
24746605