Researched section of the railway route presents a part of the route from Sarajevo to Doboj, built with two tracks. First track was built in 1947, and the second in 1978. In construction methods are present differences, considering the time when it was constructed and the way of construction. Both tracks were used for years for movement of trains of various purposes and speeds up to 100 km/hour. Over time, the railroad worsened, especially at the beginning of the nineteenth century, when the train speed was reduced on some sections to less than 40 km/hour. Revitalization of the railway was done by sections with the task to prepare it for train speed of 120 km/hour.
Evaluation of railway route situation is given based on surveys carried out in the field and laboratory tests of taken samples. The route was researched rigorously in its corridor, since it has a movement restriction on its wider area. Regular train lines were maintained which slowed investigations and some research works could not have been applied. Therefore, were applied researches that were possible to realize in high quality.
M. L, Č. J, M M. Osnovna geološka karta SFRJ, list Doboj, R 1:100000, i Tumač OGK. 1980.
2.
R ĆS. Geotehnički radovi u niskogradnji. Građevinski fakultet, Rudarsko-geološki fakultet. 1996;
3.
Đurić N. Hidrogeološka i inženjerskogeološka istraživanja. 2011;
4.
autora G. Program inženjerskogeoloških, hidrogeoloških i geotehničkih istražnih radova za trasu autoputa koridor Vc, Doboj Jug. In: IPSA Sarajevo Fond stručnih dokumenata IPSA. 2012.
5.
autora G. Projekat: WB5-BiH-TRA-14.Glavna opravka pruge dionica Doboj – Maglaj i Jelina – Zenica na Koridoru Vc. FAZA II: Glavni Projekat, Dionica km 103+500. 2013;
6.
Benedetto A, Benedetto F, Tosti. GPR applications for geotechnical stability of transportation infrastructures. Nondestruct Test Eval. 2013;27(3):253–62.
7.
Đurić N. Coridor Vc, Motorway, Main Desing, Section Svilaj-Doboj South (Karuše), around 63 km long. Library of the Technical Institute, document. 2012;(35–A/2012).
8.
Đukić D. Geotehničke klasifikacije za površinske radove u rudarstvu i građevinarstvu. 2004;
9.
N. N, R O. Mehanika tla u inženjerskoj praksi.Beograd,Rudarski institut. 1979;
10.
Đurić N. Geological characteristic of the terrain on the highwaycorridor Vc, Section Johovac - Doboj Jug, stac. km. 2014;10+754:15 820.
11.
Forlati F, Lancellotta R, Scavia C, Simeoni L. Swelling processes in sliding marly layers in the Langhe region, Italy. In: The geotechnics of hard soils-soft rocks Balkema, Rotterdam. 1998. p. 1089–99.
12.
Graziani A, Rotonda T, Tommasi P. Stability and deformation mode of a rock slide along interbeds reactivated by rainfall. In: Proc of the 1st Italian Workshop on Landslides. 2009. p. 62–71.
13.
Pierson TC. Erosion and deposition by debris flows at Mt. Vol. 5. 1980.
14.
Fizička geologija Ljubomir Rokić.
15.
Đurić N. Some examples of research and rehabilitation characteristic landslide in the Republic of Srpska. Arhive for Technical Sciences. 2010;N0 3:52–64.
16.
Đujić A, Đurić N, Mitrović P. Klizište na pruzi Tuzla – Zvornik. Zbornik radova Arhiv za tehničke nauke. 2009;1:9–15.
17.
Bowles J. Fondation analysis and design. Exoloration, sampling and in situ soil measurements. 1997.
18.
Eurocode. Geotechnical desing – Part 2: Desing assisted by laboratory testing, and Part 3: Desing assisted by fieldtesting. 1997.
19.
ISO 22476-2, Geotechnical investigation and testing, Field Testing, Part 2: Dynamic probing. 2005;
20.
British Standards Institution, Code of Practice For Site Investigations. BS. 1999;5930:1–12.
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