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Determination of the Concrete Slab Flatness Using the Linear Regression Modelling


Paar, Rinaldo; Marendić, Ante; Grgac, Igor; Jakopec, Ivan
Determination of the Concrete Slab Flatness Using the Linear Regression Modelling // Proceedings of the International Symposiun on Engineering Geodesy - SIG 2016 / Paar, Rinaldo ; Marendić, Ante, Zrinjski, Mladen (ur.).
Varaždin: Croatian Geodetic Society, 2016. str. 291-302 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), stručni)


Naslov
Determination of the Concrete Slab Flatness Using the Linear Regression Modelling

Autori
Paar, Rinaldo ; Marendić, Ante ; Grgac, Igor ; Jakopec, Ivan

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), stručni

Izvornik
Proceedings of the International Symposiun on Engineering Geodesy - SIG 2016 / Paar, Rinaldo ; Marendić, Ante, Zrinjski, Mladen - Varaždin : Croatian Geodetic Society, 2016, 291-302

ISBN
978-953-59018-0-8

Skup
International Symposiun on Engineering Geodesy - SIG 2016

Mjesto i datum
Varaždin, Hrvatska, 20-22.05.2016

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Concrete slab ; displacements ; flatness ; linear regression modelling

Sažetak
This paper will present the conducted measurements, their analysis, processing and determination of the concrete slab flatness using linear regression modelling, as well as its visualization. The implemented activities were part of the project ANAGENNISI – Innovative Reuse of All Tyre Components in Concrete. The project deals with the implementation of the recycling waste rubber products for the constructive concrete products and other purposes. For this purpose, the test field was set up at the concrete factory Gradmont ltd. in Gradačac, The Republic of Bosnia and Herzegovina. At the aforementioned test field the concrete slab was made using the recycled waste rubber products, i.e. the concrete for the slab was reinforced, using the fibre reinforcement obtained from the recycled tyres. The main hypothesis that led us to use this concrete was, that it is a more stable and stronger material than classic prestressed concrete. After the concrete slab was made it was necessary to do the geodetic deformation monitoring of it in the period of one year i.e. nine series of measurements had to be done in order to confirm the hypothesis. The analysis of displacements between series also had to be done, as well as the determination of flatness of the concrete slab for every series of measurements. To achieve this purpose, linear regression modelling was applied.

Izvorni jezik
Engleski

Znanstvena područja
Geodezija



POVEZANOST RADA


Ustanove
Geodetski fakultet, Zagreb