Engineering geological evaluation of the conditions for constructing a bridge and a tunnel in the zone of the old Petrovaradin Fortress, Serbia
Apstrakt
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.
Izvor:
Bulletin of Engineering Geology and the Environment, 2011, 70, 1, 139-142Izdavač:
- Springer
Institucija/grupa
Institut za ispitivanje materijalaTY - 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 . .