prikaz prve stranice dokumenta Utjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža
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master's thesis
Utjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2020. urn:nbn:hr:237:557073
Miljak, Frane
University of Zagreb
Faculty of Civil Engineering
Transportation Engineering

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

Cite this document

Miljak, F. (2020). Utjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža (Master's thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:557073

Miljak, Frane. "Utjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2020. https://urn.nsk.hr/urn:nbn:hr:237:557073

Miljak, Frane. "Utjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2020. https://urn.nsk.hr/urn:nbn:hr:237:557073

Miljak, F. (2020). 'Utjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža', Master's thesis, University of Zagreb, Faculty of Civil Engineering, accessed 24 November 2024, https://urn.nsk.hr/urn:nbn:hr:237:557073

Miljak F. Utjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža [Master's thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2020 [cited 2024 November 24] Available at: https://urn.nsk.hr/urn:nbn:hr:237:557073

F. Miljak, "Utjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža", Master's thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:237:557073

Metadata
TitleUtjecaj načina ispitivanja na rezultate vlačne čvrstoće staklenih mreža
Title (english)Influence of test method on the glass grid tensile strenght result
AuthorFrane Miljak
MentorTatjana Rukavina (mentor)
Committee memberMaja Ahac (predsjednik povjerenstva)
Committee memberTatjana Rukavina (član povjerenstva)
Committee memberIvica Stančerić (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Transportation Engineering)
Zagreb
Defense date and country2020-09-24, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Transportation
Abstract
Izgradnja moderne cestovne infrastrukture pred sebe stavlja visoke ciljeve, kao što su utjecaj sve većeg prometnog opterećenja i vremenskih uvjeta, te kao takva ključna je komponenta gospodarskog razvitka. Obzirom na ograničenje resursa pri izgradnji i rekonstrukciji cestovne infrastrukture, poželjno je, kod takvih projekata pronaći optimalno i racionalno rješenje. U današnje vrijeme sve je češća upotreba staklenih geomreža pri sanacijama asfaltnih kolničkih konstrukcija. Prednost takvih materijala leži u smanjenju potrebnih debljina slojeva kolničke konstrukcije, smanjenju pojave kolotraga, manjem broju reflektivnih pukotina a samim time i produženjem životnog vijeka konstrukcije. Kako bi staklena mreža mogla ispunjavati funkciju armiranja asfaltnih slojeva mora imati odgovarajuću vlačnu čvrstoću. Najčešće korištene metode ispitivanja vlačne čvrstoće su HRN EN ISO 10319 i ASTM D6637/6637M-15. U radu je prikazan utjecaj načina ispitivanja vlačnih svojstava staklenih mreža (prema HRN EN ISO 10319 ili prema ASTM D6637/6637M-15) na dobivene rezultate.
Abstract (english)
The construction of modern road infrastructure has high goals, such as the impact of increasing traffic congestion and weather conditions, and as such is a key component of economic development. Given the limited resources in the construction and reconstruction of road infrastructure, it is desirable to find an optimal and rational solution for such projects. Nowadays, the use of glass geogrids in the rehabilitation of asphalt pavement structures is becoming more common. The advantage of such materials lies in the reduction of the required thicknesses of the layers of the pavement structure, the reduction of the appearance of ruts, a smaller number of reflective cracks and thus the extension of the service life of the structure. In order for the glass grid to fulfill the function of reinforcing asphalt layers, it must have adequate tensile strength. The most commonly used tensile strength test methods are HRN EN ISO 10319 and ASTM D6637/6637M-15. The diplom work presents the influence of the method of testing the tensile properties of glass grids (according to HRN EN ISO 10319 or according to ASTM D6637 / 6637M- 15) on the obtained results.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:557073
Study programmeTitle: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures
Course: Construction Management
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsClosed access
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Created on2023-06-07 08:11:43