The Plaka Bridge in Epirus: An Evaluation of New Building Materials for Its Restoration

The sustainable preservation of monuments requires the use of performing materials which are at the same time compatible with the monument’s historical building materials to ensure structural integrity, adequate performance of the structure in earthquake stresses, and resilience of both restoration and historical materials. This is especially true for cultural heritage assets that have experienced major destruction, demanding extensive reconstruction. The Plaka Bridge in Epirus, Greece, partially collapsed after a heavy rainfall in 2015. It was a supreme example of traditional stone bridge architecture of the region and an important landmark. In the present study, a potential restoration stone from a nearby quarry was examined in terms of compatibility in relation to the dominant historical building stone of the bridge, as well as in terms of mechanical performance, through a variety of in lab techniques. In addition, criteria were set for restoration mortars, taking into account the characteristics of the historical materials, as well as the environment of the bridge. The results of the study regarding the restoration stone and mortars are presented and assessed, in order to select the most appropriate restoration materials for Plaka Bridge in its upcoming restoration, aiming to enhance the overall resilience of the structure.

[1]  Steven M. Cramer,et al.  The ROMACONS Project: a Contribution to the Historical and Engineering Analysis of Hydraulic Concrete in Roman Maritime Structures , 2004 .

[2]  Maria Apostolopoulou,et al.  Compatible Mortars for the Sustainable Conservation of Stone in Masonries , 2018 .

[3]  Antonia Moropoulou Reverse Engineering to discover traditional technologies : A proper approach for compatible restoration mortars , 2000, PACT 2000.

[4]  Richard Přikryl,et al.  Physical and mechanical properties of the repaired sandstone ashlars in the facing masonry of the Charles Bridge in Prague (Czech Republic) and an analytical study for the causes of its rapid decay , 2011 .

[5]  Pedro Arias,et al.  Structural analysis of Monforte de Lemos masonry arch bridge considering the influence of the geometry of the arches and fill material on the collapse load estimation , 2016 .

[6]  Eva Vejmelková,et al.  Mechanical, fracture-mechanical, hydric, thermal, and durability properties of lime–metakaolin plasters for renovation of historical buildings , 2012 .

[7]  Antonia Moropoulou,et al.  Composite materials in ancient structures , 2005 .

[8]  Jean-Claude Morel,et al.  2D-DEM modelling of the formwork removal of a rubble stone masonry bridge , 2014 .

[9]  Tomáš Čejka,et al.  Failure Resistance of Historic Stone Bridge Structure of Charles Bridge. II: Susceptibility to Floods , 2008 .

[10]  Zuzana Slížková,et al.  Characteristics of Mortars from Ancient Bridges , 2012 .

[11]  Pavlos Sotiropoulos,et al.  The Plaka Bridge in Epirus: Ground Penetrating Radar Prospection of Surviving Parts of the Collapsed Bridge, to Provide Structural Information for Its Reconstruction , 2019, Springer Proceedings in Materials.

[12]  Paulo B. Lourenço,et al.  Geometric issues and ultimate load capacity of masonry arch bridges from the northwest Iberian Peninsula , 2010 .

[13]  António Arêde,et al.  Detailed FE and DE Modelling of Stone Masonry Arch Bridges for the Assessment of Load-carrying Capacity , 2015 .

[14]  A. Moropoulou,et al.  REVERSE ENGINEERING: A PROPER METHODOLOGY FOR COMPATIBLE RESTORATION MORTARS , 2009 .

[15]  George C. Manos,et al.  The Structural Performance of Stone-Masonry Bridges , 2016 .

[16]  Eleni Aggelakopoulou,et al.  Properties of lime–metakolin mortars for the restoration of historic masonries , 2011 .

[17]  Antonia Moropoulou,et al.  Physico-chemical study of Cretan ancient mortars , 2003 .

[18]  Carlo Blasi,et al.  Stari Most: rebuilding more than a historic bridge in Mostar , 2004 .

[19]  Antonia Moropoulou,et al.  Building Materials Capillary Rise Coefficient: Concepts, Determination and Parameters Involved , 2016 .

[20]  A. Georgopoulos,et al.  Crowdsourcing Lost Cultural Heritage , 2015 .

[21]  Panagiotis G. Asteris,et al.  A methodological approach for the selection of compatible and performable restoration mortars in seismic hazard areas , 2017 .

[22]  Henrique Lorenzo,et al.  Ancient Stone Bridge Surveying by Ground-Penetrating Radar and Numerical Modeling Methods , 2014 .

[23]  A. Alexiou,et al.  Study of the constructing materials , techniques and pathology symptoms of the stone bridge DeBosset in Kefalonia , 2007 .

[24]  M. Karaveziroglou-Weber,et al.  Damages of existing stone bridges in Greece , 2020 .

[25]  Tomáš Čejka,et al.  Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects , 2008 .

[26]  Antonia Moropoulou,et al.  Characterization of ancient, byzantine and later historic mortars by thermal and X-ray diffraction techniques☆ , 1995 .

[27]  Antonia Moropoulou,et al.  Thermoanalytical research on traditional mortars in venice , 1995 .

[28]  Antonia Moropoulou,et al.  RANGE OF ACCEPTABILITY LIMITS OF PHYSICAL, CHEMICAL AND MECHANICAL CHARACTERISTICS DERIVING FROM THE EVALUATION OF HISTORIC MORTARS , 1998, PACT 1998.

[29]  Alina Hyz,et al.  Epirus: Introducing the Region , 2016 .

[30]  R. Veiga,et al.  Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio , 2014 .