Pregled bibliografske jedinice broj: 942370
Implementation of Non-destructive Methods for the Determination of Tramway Embankment Condition
Implementation of Non-destructive Methods for the Determination of Tramway Embankment Condition // Road and Rail Infrastructure V, Proceedings of the Conference CETRA 2018 / Lakušić, Stjepan (ur.).
Zagreb: Građevinski fakultet Sveučilišta u Zagrebu, 2018. str. 1-8 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Implementation of Non-destructive Methods for the Determination of Tramway Embankment Condition
Autori
Bačić, Mario ; Kovačević, Meho Saša ; Lakušić, Stjepan
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Road and Rail Infrastructure V, Proceedings of the Conference CETRA 2018
/ Lakušić, Stjepan - Zagreb : Građevinski fakultet Sveučilišta u Zagrebu, 2018, 1-8
ISBN
978-953-8168-25-3
Skup
5th International Conference on Road and Rail Infrastructure (CETRA 2018)
Mjesto i datum
Zadar, Hrvatska, 17.05.2018. - 19.05.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
tramway embankment, condition assessment, ground penetrating radar, continuous analysis of surface waves, non-destructive investigation
Sažetak
The results of non-destructive investigation works for the 70 years old tramway embankment in Zagreb, located on line 2.7 km long line between Mihaljevac and Dolje stations, are given in this paper. In order to preliminary assess the condition of embankment characterized by several anomalies such as deformation of tracks and tilting of a contact network pole, a non-destructive geophysical methods of Continuous Generation of Surface Waves (CSWS) and Ground Penetrating Radar (GPR) were implemented. While the electromagnetic GPR method was used for the detection of geometrical features such as layer boundaries and man-made or natural anomalies, seismic CSWS method was used for determination of small strain stiffness of the embankment, where classification system based on obtained stiffness values was developed. These values are good indicator of a large strain stiffness of embankment material. A CSWS and GPR results were overlapped with visual inspection findings leading to significant conclusions on current condition along with proposal of further investigation methods.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb