VILNIUS TECH University Research Management System (CRIS)
Use this url to cite publication: https://hdl.handle.net/20.500.14911/147447

Damages of concrete structures caused by AAR in Lithuania

Publication Type (CRIS)
Straipsnis recenzuojamoje užsienio konferencijos medžiagoje / Article in peer-reviewed foreign conference proceedings (P1g)
Publication Type (eLABa)
Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)
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
Skripkiūnas, Gintautas  
Statybinių medžiagų ir gaisrinės saugos katedra / Department of Building Materials and Fire Safety (0257)  
Vaičienė, Marija  
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)  
Gumuliauskas, Algirdas
Kauno technologijos universitetas
Title
Damages of concrete structures caused by AAR in Lithuania
[en]
Gintautas Skripkiūnas, Marija Vaičienė, Asta Kičaitė, Algirdas Gumuliauskas
Is part of
Alkali Aggregate Reactions (AAR) in concrete : workshop proseeding from a Nordic-Baltic miniseminar, Riga- Latvia, 21-22 November, 2013. No. 11
Published In
YearStart PageEnd Page
2014
55
65
Publisher
Oslo (Norge) : Nordic Concrete Federation
Extent
p. 55-65
URI
URI
https://hdl.handle.net/20.500.14911/147447
Cited references
12
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Medžiagų inžinerija / Materials engineering (T008)
Keywords (en)
Abstract (en)

Examination of the defects caused by AAR in the concrete floors surface at the construction site and taking of specimens, SEM and optical microscopy analysis and assessment of the defect area, EDS element analysis and assessment of aggregates and reactive products, determination of density of the concrete strength have been analysed in the paper. Aggregates for concrete are produced from gravel and contain reactive rock, the hazard of which depends on size, quantity and reactivity of the particles.

Resource Type (COAR)
TextConference outputConference proceedingsConference paper
Language
Anglų / English (en)
Country
Norvegija / Norway (NO)
eLABa ID
4105442