Skip to main content
Top

2019 | OriginalPaper | Chapter

The Plaka Bridge in Epirus: Ground Penetrating Radar Prospection of Surviving Parts of the Collapsed Bridge, to Provide Structural Information for Its Reconstruction

Authors : Antonia Moropoulou, Kyriakos C. Lampropoulos, Pavlos Sotiropoulos, Christoforos Papageorgiou

Published in: Nondestructive Evaluation and Monitoring Technologies, Documentation, Diagnosis and Preservation of Cultural Heritage

Publisher: Springer International Publishing

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Plaka Bridge is a traditional one-arch stone bridge, built in 1866 above the waters of Aracthos river, in Epirus, Greece. The bridge was the largest one-arch stone bridge in Greece and the Balkans and one of the largest of its type in Europe. The bridge collapsed on 1 February 2015, following heavy rains in the area, the only remaining parts consisted of the western part including the western auxiliary arch, and the eastern entrance. Immediately after the disaster, the National Technical University of Athens formed a scientific expert committee which undertook in-situ assessment and provided a comprehensive report on the restoration of the Plaka Bridge. More recently, as part of the planned restoration project, ground penetration radar (GPR) was utilized to study the interior structure of the surviving western abutment of the bridge, in order to provide crucial information regarding the internal layering of the bridge, the presence of wooden elements that provided cohesion between load-bearing structural elements of the bridge and its support, as well as assess the state of preservation of the surviving parts, prior to the commencement of the bridge reconstruction. GPR revealed that potentially parts of a bridge constructed earlier than the current one are embedded within the western abutment. In addition, linear patterns corresponding to wooden elements were revealed that form a complex pattern within the surviving western part of the bridge. The information provided by GPR is crucial for the design and implementation of the appropriate restoration and rebuilding work, as it is planned that some of the original parts of the bridge will be retained in the reconstructed new bridge.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference The Bridge at Plaka. The works of NTUA for its rehabilitation. Interdisciplinary team of the National Technical University of Athens. Scientific Responsible: I. Golias, Rector NTUA (2016) The Bridge at Plaka. The works of NTUA for its rehabilitation. Interdisciplinary team of the National Technical University of Athens. Scientific Responsible: I. Golias, Rector NTUA (2016)
2.
go back to reference Moropoulou, A.I., Labropoulos, K.C.: Non-destructive testing for assessing structural damage and interventions effectiveness for built cultural heritage protection. In: Asteris, P.G., Plevris, V. (eds.) Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures, pp. 448–499. IGI-Global, Hershey (2015)CrossRef Moropoulou, A.I., Labropoulos, K.C.: Non-destructive testing for assessing structural damage and interventions effectiveness for built cultural heritage protection. In: Asteris, P.G., Plevris, V. (eds.) Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures, pp. 448–499. IGI-Global, Hershey (2015)CrossRef
3.
go back to reference Moropoulou, A., Labropoulos, K.C., Delegou, E.T., Karoglou, M., Bakolas, A.: Non-destructive techniques as a tool for the protection of built cultural heritage. Constr. Build. Mater. 48, 1222–1239 (2013)CrossRef Moropoulou, A., Labropoulos, K.C., Delegou, E.T., Karoglou, M., Bakolas, A.: Non-destructive techniques as a tool for the protection of built cultural heritage. Constr. Build. Mater. 48, 1222–1239 (2013)CrossRef
4.
go back to reference Binda, L., Saisi, A., Tiraboschi, C.: Investigation procedures for the diagnosis of historic masonries. Constr. Build. Mater. 14, 199–233 (2000)CrossRef Binda, L., Saisi, A., Tiraboschi, C.: Investigation procedures for the diagnosis of historic masonries. Constr. Build. Mater. 14, 199–233 (2000)CrossRef
5.
go back to reference Yehia, S., Abudayyeh, O., Nabulsi, S., Abdelqader, I.: Detection of common defects in concrete bridge decks using nondestructive evaluation techniques. J. Bridge Eng. 12(2), 215–225 (2007)CrossRef Yehia, S., Abudayyeh, O., Nabulsi, S., Abdelqader, I.: Detection of common defects in concrete bridge decks using nondestructive evaluation techniques. J. Bridge Eng. 12(2), 215–225 (2007)CrossRef
6.
go back to reference Colla, C., Das, P., McCann, D., Forde, M.: Sonic, electromagnetic and impulse radar investigation of stone masonry bridges. NDT E Int. 30(4), 249–254 (1997)CrossRef Colla, C., Das, P., McCann, D., Forde, M.: Sonic, electromagnetic and impulse radar investigation of stone masonry bridges. NDT E Int. 30(4), 249–254 (1997)CrossRef
7.
go back to reference Kashif Ur Rehman, S., Ibrahim, Z., Ali Memon, S., Jameel, M.: Nondestructive test methods for concrete bridges: a review. Constr. Build. Mater. 107, 58–86 (2016)CrossRef Kashif Ur Rehman, S., Ibrahim, Z., Ali Memon, S., Jameel, M.: Nondestructive test methods for concrete bridges: a review. Constr. Build. Mater. 107, 58–86 (2016)CrossRef
8.
go back to reference McCrea, A., Chamberlain, D., Navon, R.: Automated inspection and restoration of steel bridges—a critical review of methods and enabling technologies. Autom. Constr. 11(4), 351–373 (2002)CrossRef McCrea, A., Chamberlain, D., Navon, R.: Automated inspection and restoration of steel bridges—a critical review of methods and enabling technologies. Autom. Constr. 11(4), 351–373 (2002)CrossRef
9.
go back to reference Diamanti, N., Giannopoulos, A., Forde, M.C.: Numerical modelling and experimental verification of GPR to investigate ring separation in brick masonry arch bridges. NDT&E Int. 41, 354–363 (2008)CrossRef Diamanti, N., Giannopoulos, A., Forde, M.C.: Numerical modelling and experimental verification of GPR to investigate ring separation in brick masonry arch bridges. NDT&E Int. 41, 354–363 (2008)CrossRef
10.
go back to reference Hugenschmidt, J., Mastrangelo, R.: GPR inspection of concrete bridges. Cement Concr. Compos. 28, 384–392 (2006)CrossRef Hugenschmidt, J., Mastrangelo, R.: GPR inspection of concrete bridges. Cement Concr. Compos. 28, 384–392 (2006)CrossRef
11.
go back to reference Scott, M., Rezaizadeh, A., Delahaza, A., Santos, C.G., Moore, M., Graybeal, B., Washer, G.: A comparison of nondestructive evaluation methods for bridge deck assessment. NDT&E Int. 36, 245–255 (2003)CrossRef Scott, M., Rezaizadeh, A., Delahaza, A., Santos, C.G., Moore, M., Graybeal, B., Washer, G.: A comparison of nondestructive evaluation methods for bridge deck assessment. NDT&E Int. 36, 245–255 (2003)CrossRef
12.
go back to reference Conde, B., Ramos, L.F., Oliveira, D.V., Riveiro, B., Solla, M.: Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: application to Vilanova bridge. Eng. Struct. 148, 621–638 (2017)CrossRef Conde, B., Ramos, L.F., Oliveira, D.V., Riveiro, B., Solla, M.: Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: application to Vilanova bridge. Eng. Struct. 148, 621–638 (2017)CrossRef
13.
go back to reference Solla, M., Lorenzo, H., Riveiro, B., Rial, F.I.: Non-destructive methodologies in the assessment of the masonry arch bridge of Traba. Spain. Eng. Fail. Anal. 18(3), 828–835 (2011)CrossRef Solla, M., Lorenzo, H., Riveiro, B., Rial, F.I.: Non-destructive methodologies in the assessment of the masonry arch bridge of Traba. Spain. Eng. Fail. Anal. 18(3), 828–835 (2011)CrossRef
14.
go back to reference Orbán, Z., Gutermann, M.: Assessment of masonry arch railway bridges using non-destructive in-situ testing methods. Eng. Struct. 31, 2287–2298 (2009)CrossRef Orbán, Z., Gutermann, M.: Assessment of masonry arch railway bridges using non-destructive in-situ testing methods. Eng. Struct. 31, 2287–2298 (2009)CrossRef
15.
go back to reference Solla, M., Lorenzo, H., Rial, F.I., Novo, A.: Ground-penetrating radar for the structural evaluation of masonry bridges: Results and interpretational tools. Constr. Build. Mater. 29, 458–465 (2012)CrossRef Solla, M., Lorenzo, H., Rial, F.I., Novo, A.: Ground-penetrating radar for the structural evaluation of masonry bridges: Results and interpretational tools. Constr. Build. Mater. 29, 458–465 (2012)CrossRef
16.
go back to reference Arias, P., Armesto, J., Di-Capua, D., Gonzalez-Drigo, R., Lorenzo, H., Perez-Gracia, V.: Digital photogrammetry, GPR and computational analysis of structural damages in a medieval bridge. Eng. Fail. Anal. 14, 1444–1457 (2007)CrossRef Arias, P., Armesto, J., Di-Capua, D., Gonzalez-Drigo, R., Lorenzo, H., Perez-Gracia, V.: Digital photogrammetry, GPR and computational analysis of structural damages in a medieval bridge. Eng. Fail. Anal. 14, 1444–1457 (2007)CrossRef
17.
go back to reference Lubowiecka, I., Armesto, J., Arias, P., Lorenzo, H.: Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics. Eng. Struct. 31, 2667–2676 (2009)CrossRef Lubowiecka, I., Armesto, J., Arias, P., Lorenzo, H.: Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics. Eng. Struct. 31, 2667–2676 (2009)CrossRef
Metadata
Title
The Plaka Bridge in Epirus: Ground Penetrating Radar Prospection of Surviving Parts of the Collapsed Bridge, to Provide Structural Information for Its Reconstruction
Authors
Antonia Moropoulou
Kyriakos C. Lampropoulos
Pavlos Sotiropoulos
Christoforos Papageorgiou
Copyright Year
2019
DOI
https://doi.org/10.1007/978-3-030-25763-7_7

Premium Partners