The use of digital technological tools for the architectonic and the archeological survey is increasingly widespread, and, in recent years, it is gaining importance due to the many exploitable applications, from 3D modeling to the cultural heritage safeguarding. This paper aims to illustrate the potential of the complementary use of terrestrial phase-shift laser scanning with UAV air photogrammetry to set up a workflow in order to produce vulnerability and safety analysis of remains belonging to the archeological sites starting from a 3D geometrical model. The proposed approach has been applied to the medieval tower located on the top of “Monte Lucio” (309 m. above mean sea level), one of the four peaks situated on the southern municipal border of “Quattro Castella”, in the province of “Reggio Emilia” (Italy). This building is part of a small medieval archeological site dating from the end of the 13th century. The 2011 excavations in the area surrounding the tower brought to light the remains of various medieval constructions, including a small religious building, known as Saint Leonard church. In order to perform an in-depth vulnerability analysis of this ancient tower, an interdisciplinary collaboration between different professional figures as archeologists and chemists was established to get all-around information. First of all, an exhaustive stratigraphic analysis was carried out through laboratory tests on the mortar that made it possible to date the different construction phases of the tower. This allowed fine-setting the material characterization parameters then embedded into structural models, usually the most complex operation in masonry archeological buildings. Alongside the analysis, a geometrical survey identified the tower dimensions. A very accurate dimensional data of the basement was obtained with a terrestrial laser scanner; More detailed information on the tower top, inaccessible to laser equipment, was acquired using UAV photogrammetry, a particularly effective technology when the surveyed building is in difficult-to-access zones, in order to preserve the safety of operators. Complementary data coming from the two surveys were joined to obtain a comprehensive 3D model to be used for structural analysis. This complementary survey allowed a deep understanding of the masonry stratigraphy, highlighting with high accuracy: wall thicknesses, openings, putlog holes, masonry irregularities, out of plane walls, etc. All this kind of information has been relevant for the realization of the structural modeling matrixes. After the survey, the point cloud registration, and the generation of the surface mesh, the inner and outer elevations were drawn, and the walls have been classified by the different bricks typologies and characteristics. This quality mapping was then transformed in a 10x10 cm pixel matrix to identify each slice uniquely by using different colors. The matrix has been imported in MATLAB, assigning coordinates and mechanical characteristics to each pixel, according to material typology. Finally, the model has been imported in Abaqus Unified Fea to perform Pushover analysis and to calculate the horizontal forces distribution causing the tower collapse in order to evaluate possible prevention measures to be taken. The restoration design aims to revitalize the archeological site using reversible elements that resolve the structural issues minimizing the effects on the ruins. A steel truss-tower was built within the masonry walls and connected through tie bars hidden inside the putlog holes to absorb the horizontal loads. In conclusion, this paper introduces a well-defined working pipeline oriented to the digital simulation of structural behaviors that influence remains belonging to the Cultural Heritage domain. Through the adoption of different combined digital survey technologies and multidisciplinary data sharing, the proposed workflow proved to be efficient in the archaeological case study presented.

The safeguard of built heritage in archeological sites, an interdisciplinary approach based on light-weight UAV photogrammetry and terrestrial laser scanning survey

Garagnani, S.;
2020

Abstract

The use of digital technological tools for the architectonic and the archeological survey is increasingly widespread, and, in recent years, it is gaining importance due to the many exploitable applications, from 3D modeling to the cultural heritage safeguarding. This paper aims to illustrate the potential of the complementary use of terrestrial phase-shift laser scanning with UAV air photogrammetry to set up a workflow in order to produce vulnerability and safety analysis of remains belonging to the archeological sites starting from a 3D geometrical model. The proposed approach has been applied to the medieval tower located on the top of “Monte Lucio” (309 m. above mean sea level), one of the four peaks situated on the southern municipal border of “Quattro Castella”, in the province of “Reggio Emilia” (Italy). This building is part of a small medieval archeological site dating from the end of the 13th century. The 2011 excavations in the area surrounding the tower brought to light the remains of various medieval constructions, including a small religious building, known as Saint Leonard church. In order to perform an in-depth vulnerability analysis of this ancient tower, an interdisciplinary collaboration between different professional figures as archeologists and chemists was established to get all-around information. First of all, an exhaustive stratigraphic analysis was carried out through laboratory tests on the mortar that made it possible to date the different construction phases of the tower. This allowed fine-setting the material characterization parameters then embedded into structural models, usually the most complex operation in masonry archeological buildings. Alongside the analysis, a geometrical survey identified the tower dimensions. A very accurate dimensional data of the basement was obtained with a terrestrial laser scanner; More detailed information on the tower top, inaccessible to laser equipment, was acquired using UAV photogrammetry, a particularly effective technology when the surveyed building is in difficult-to-access zones, in order to preserve the safety of operators. Complementary data coming from the two surveys were joined to obtain a comprehensive 3D model to be used for structural analysis. This complementary survey allowed a deep understanding of the masonry stratigraphy, highlighting with high accuracy: wall thicknesses, openings, putlog holes, masonry irregularities, out of plane walls, etc. All this kind of information has been relevant for the realization of the structural modeling matrixes. After the survey, the point cloud registration, and the generation of the surface mesh, the inner and outer elevations were drawn, and the walls have been classified by the different bricks typologies and characteristics. This quality mapping was then transformed in a 10x10 cm pixel matrix to identify each slice uniquely by using different colors. The matrix has been imported in MATLAB, assigning coordinates and mechanical characteristics to each pixel, according to material typology. Finally, the model has been imported in Abaqus Unified Fea to perform Pushover analysis and to calculate the horizontal forces distribution causing the tower collapse in order to evaluate possible prevention measures to be taken. The restoration design aims to revitalize the archeological site using reversible elements that resolve the structural issues minimizing the effects on the ruins. A steel truss-tower was built within the masonry walls and connected through tie bars hidden inside the putlog holes to absorb the horizontal loads. In conclusion, this paper introduces a well-defined working pipeline oriented to the digital simulation of structural behaviors that influence remains belonging to the Cultural Heritage domain. Through the adoption of different combined digital survey technologies and multidisciplinary data sharing, the proposed workflow proved to be efficient in the archaeological case study presented.
2020
9788833381237
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11576/2726163
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