GEOLOGICAL CHARACTERISTICS OF THE TERRAIN ON THE HIGHWAY CORRIDOR Vc SECTION JOHOVAC – DOBOJ JUG, stac. km 10+754 – 15+820

Đurić, Neđo

doi:10.7251/afts.2014.0611.017d

Cited by 2 publications

(4 citation statements)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…With engineering geological mapping of the terrain were determined lithological boundaries, thickness of lithological members, composition, set, genesis, deformation and history of occurrence, [3,8,9,10]. Particular attention was paid to the phenomena of instability, dredging areas and other similar phenomena in the terrain, which may be of importance for the reconstruction of the railway [11,12,13,14,15].…”

Section: Engineering Geological Mapping Of the Terrainmentioning

confidence: 99%

“…Performed were the determination of lithologic members, macroscopically defined grain size distribution, humidity, plasticity, hardness, and the selection of representative samples for geotechnical laboratory tests. During the development of investigative trenches, sufficient number of samples from the superstructure, foundation and soil were taken, for defining the physical -mechanical characteristics of present lithological members, [8,9,10,17,18,19,20] . Those are the following:…”

Section: Conducted Research Workmentioning

confidence: 99%

“…Archives for Technical Sciences 2018, 18 (1), [9][10][11][12][13][14][15][16][17][18][19][20] Technical Institute Bijeljina, Archives for Technical Sciences. Year X -N 0 18.…”

mentioning

confidence: 99%

See 2 more Smart Citations

RESEARCH METHODOLOGY OF RAILWAY ROUTE DOBOJ – ZENICA, SECTION km 103+500 – MAGLAJ

Đurić¹,

Stevović²,

Đurić³

et al. 2018

AFST

Self Cite

View full text Add to dashboard Cite

Researched section of the railway route presents a part of the route from Sarajevo to Doboj, built withtwo tracks. First track was built in 1947, and the second in 1978. In construction methods are presentdifferences, considering the time when it was constructed and the way of construction. Both tracks wereused 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 wasreduced on some sections to less than 40 km/hour. Revitalization of the railway was done by sectionswith 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 andlaboratory tests of taken samples. The route was researched rigorously in its corridor, since it has amovement restriction on its wider area. Regular train lines were maintained which slowedinvestigations and some research works could not have been applied. Therefore, were appliedresearches that were possible to realize in high quality.

show abstract

Section: Engineering Geological Mapping Of the Terrainmentioning

confidence: 99%

Section: Conducted Research Workmentioning

confidence: 99%

See 1 more Smart Citation

RESEARCH METHODOLOGY OF RAILWAY ROUTE DOBOJ – ZENICA, SECTION km 103+500 – MAGLAJ

Đurić¹,

Stevović²,

Đurić³

et al. 2018

AFST

Self Cite

View full text Add to dashboard Cite

show abstract

“…The railway route on the studied section and its wider surrounding is made of recent sediments of the river bed, which consists of quaternary (Q) sediments, coarse gravel -sandy material and fine-grained clay with a significant participation of coarse grained fractions, alluvial (al) sediments of the Bosna river, proluvialsediments (pr) and deluvial (dl) fans, neogene-miocene dacite (M), sandstones and sandy clay with fragments of rocks (J, K) and igneous rocks of jurassic volcanic-sedimentary ("diabase-chert") melange (J2,3), presented by microgabbro and massive peridotites [ 1,6,7,9].…”

Section: Geological Characteristics Of the Terrainmentioning

confidence: 99%

THE TERAIN CHARACTERISTICS OF RAILWAY ALONG THE ENTITY BORDER OF FEDERATION BIH – MAGLAJ, SECTION km 103+500 – MAGLAJ

Đurić¹,

Babajić²,

Đurić³

et al. 2016

AFST

Self Cite

View full text Add to dashboard Cite

SUMMARYThe railway Samac -Sarajevo was built in the fifties of the twentieth century, as a significant part of the railway that connects the central part of the former Yugoslavia with the Sava River. Later, in the seventies another track of Doboj and Zenica was built what was the most important by that time. In general the railway is situated on the corridor V, which links the Adriatic Sea via Sarajevo and Buda pest. Over time, the tracks are worn, damaged and speed has been reduced to about 40 km/hour.As part of the revitalization of the railway network in the former Yugoslavia, the reconstruction of the Samac -Adriatic Sea began, which is divided by sections. One of these sectionsis the section km 103 + 500 -Maglaj, a more demanding one compared to previous section from Samac to the now named section. The point is that the terrain along the route of the railway needs to be viewed from the aspect of geologi cal features, then the characteristics of the embankment so the geotechnical conditions for the revitalization of the railway line for speeds of 120 km/hour can be provided.Conducted field investigations along the route of the railway, as well as laboratory tests on samples provided enough data in the corridor route, while the wider area could not be perceived because of the mine field. However, the previous studies for the purposes of the General Geological Map, scale 1: 100 000, and field observations along the route line gave a satisfactory level of data for assessment of geological and engineering geological characteristics of the terrain.

show abstract

GEOLOGICAL CHARACTERISTICS OF THE TERRAIN ON THE HIGHWAY CORRIDOR Vc SECTION JOHOVAC – DOBOJ JUG, stac. km 10+754 – 15+820

Cited by 2 publications

References 0 publications

RESEARCH METHODOLOGY OF RAILWAY ROUTE DOBOJ – ZENICA, SECTION km 103+500 – MAGLAJ

RESEARCH METHODOLOGY OF RAILWAY ROUTE DOBOJ – ZENICA, SECTION km 103+500 – MAGLAJ

THE TERAIN CHARACTERISTICS OF RAILWAY ALONG THE ENTITY BORDER OF FEDERATION BIH – MAGLAJ, SECTION km 103+500 – MAGLAJ

Contact Info

Product

Resources

About