APA 6th Edition Skrba, D. i Lalić, D. (2017). SANACIJA ŽELJEZNIČKOG MOSTA DRAVA BOTOVO. Željeznice 21, 16 (2), 27-33. Preuzeto s https://hrcak.srce.hr/184564
MLA 8th Edition Skrba, Dražen i Dean Lalić. "SANACIJA ŽELJEZNIČKOG MOSTA DRAVA BOTOVO." Željeznice 21, vol. 16, br. 2, 2017, str. 27-33. https://hrcak.srce.hr/184564. Citirano 25.09.2021.
Chicago 17th Edition Skrba, Dražen i Dean Lalić. "SANACIJA ŽELJEZNIČKOG MOSTA DRAVA BOTOVO." Željeznice 21 16, br. 2 (2017): 27-33. https://hrcak.srce.hr/184564
Harvard Skrba, D., i Lalić, D. (2017). 'SANACIJA ŽELJEZNIČKOG MOSTA DRAVA BOTOVO', Željeznice 21, 16(2), str. 27-33. Preuzeto s: https://hrcak.srce.hr/184564 (Datum pristupa: 25.09.2021.)
Vancouver Skrba D, Lalić D. SANACIJA ŽELJEZNIČKOG MOSTA DRAVA BOTOVO. Željeznice 21 [Internet]. 2017 [pristupljeno 25.09.2021.];16(2):27-33. Dostupno na: https://hrcak.srce.hr/184564
IEEE D. Skrba i D. Lalić, "SANACIJA ŽELJEZNIČKOG MOSTA DRAVA BOTOVO", Željeznice 21, vol.16, br. 2, str. 27-33, 2017. [Online]. Dostupno na: https://hrcak.srce.hr/184564. [Citirano: 25.09.2021.]
Sažetak Drava Botovo railway bridge is located at 523+579 km of the M201 State border – Botovo – Koprivnica – Dugo Selo international railway line. The repair of Drava Botovo bridge is carried out in two phases. At works stage 1, which was completed in July 2015, footing reinforcement was carried out in order to prevent erosion caused by water and S3 pier footing deterioration, as well as to secure global bridge stability. After the completion of stage 1, stage 2 of bridge repair works ensued, which included the construction reinforcement by constructing a new reinforced concrete casing around pier S3, reinforcement of S3 pier fixed bearings, reinforcement of the lower wind bracing and anti-corrosion protection of a part of the steel bridge construction.