The paper discusses the geotechnical conditions related to the construction of a new bridge over the Danube and a tunnel passing beneath the Petrovaradin Fortress at Novi Sad, Serbia. Analyses showed that both the bridge and the tunnel could be built without causing damage to any of the historical structures and that it would better to build two 8 m wide tunnels than a single 16 m wide structure. One of the two tunnels will involve the widening of an existing one, whereas the other will be newly constructed. The evidence suggests that the new bridge can be built on the reinforced piers of a bridge which was destroyed in World War II.
Source:
Bulletin of Engineering Geology and the Environment, 2011, 70, 1, 139-142
TY - JOUR
AU - Đogo, Mitar
AU - Vasić, Milinko
AU - Ćosić, Mladen
PY - 2011
UR - http://rims.institutims.rs/handle/123456789/622
AB - The paper discusses the geotechnical conditions related to the construction of a new bridge over the Danube and a tunnel passing beneath the Petrovaradin Fortress at Novi Sad, Serbia. Analyses showed that both the bridge and the tunnel could be built without causing damage to any of the historical structures and that it would better to build two 8 m wide tunnels than a single 16 m wide structure. One of the two tunnels will involve the widening of an existing one, whereas the other will be newly constructed. The evidence suggests that the new bridge can be built on the reinforced piers of a bridge which was destroyed in World War II.
PB - Springer
T2 - Bulletin of Engineering Geology and the Environment
T1 - Engineering geological evaluation of the conditions for constructing a bridge and a tunnel in the zone of the old Petrovaradin Fortress, Serbia
EP - 142
IS - 1
SP - 139
VL - 70
DO - 10.1007/s10064-010-0292-0
ER -
@article{
author = "Đogo, Mitar and Vasić, Milinko and Ćosić, Mladen",
year = "2011",
abstract = "The paper discusses the geotechnical conditions related to the construction of a new bridge over the Danube and a tunnel passing beneath the Petrovaradin Fortress at Novi Sad, Serbia. Analyses showed that both the bridge and the tunnel could be built without causing damage to any of the historical structures and that it would better to build two 8 m wide tunnels than a single 16 m wide structure. One of the two tunnels will involve the widening of an existing one, whereas the other will be newly constructed. The evidence suggests that the new bridge can be built on the reinforced piers of a bridge which was destroyed in World War II.",
publisher = "Springer",
journal = "Bulletin of Engineering Geology and the Environment",
title = "Engineering geological evaluation of the conditions for constructing a bridge and a tunnel in the zone of the old Petrovaradin Fortress, Serbia",
pages = "142-139",
number = "1",
volume = "70",
doi = "10.1007/s10064-010-0292-0"
}
Đogo, M., Vasić, M.,& Ćosić, M.. (2011). Engineering geological evaluation of the conditions for constructing a bridge and a tunnel in the zone of the old Petrovaradin Fortress, Serbia. in Bulletin of Engineering Geology and the Environment
Springer., 70(1), 139-142.
https://doi.org/10.1007/s10064-010-0292-0
Đogo M, Vasić M, Ćosić M. Engineering geological evaluation of the conditions for constructing a bridge and a tunnel in the zone of the old Petrovaradin Fortress, Serbia. in Bulletin of Engineering Geology and the Environment. 2011;70(1):139-142.
doi:10.1007/s10064-010-0292-0 .
Đogo, Mitar, Vasić, Milinko, Ćosić, Mladen, "Engineering geological evaluation of the conditions for constructing a bridge and a tunnel in the zone of the old Petrovaradin Fortress, Serbia" in Bulletin of Engineering Geology and the Environment, 70, no. 1 (2011):139-142,
https://doi.org/10.1007/s10064-010-0292-0 . .
