Browsing by Author "Menanno, Giovanni"

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    A multiscale inversion algorithm for engineering inspection using GPR data
    (2023) Gutierrez Cid, Sergio Enrique; Menanno, Giovanni; Yanez, Gonzalo
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    Integration of Near-Surface Complementary Geophysical Techniques for the Study of Ancient Archaeological Areas in the Atacama Desert (Pampa Iluga, Northern Chile)
    (2023) Gallegos-Poch, Fernanda; Viguier, Benoit; Menanno, Giovanni; Mandakovic, Valentina; Yanez, Gonzalo; Gutierrez, Sergio; Lizarde, Catalina; Araya, Jaime Vargas; Lopez-Contreras, Camila; Mendez-Quiros, Pablo; Maldonado, Antonio; Uribe, Mauricio
    Near-surface geophysical techniques are useful for the characterization of archaeological areas because of their ability to rapidly cover wide extensions and obtain high-resolution data to identify the location for archaeological excavations. However, in hyperarid environments usual geophysical techniques may fail to obtain the expected results due to the dry near surface. This study proposes an integration of ground penetrating radar (GPR) and electromagnetic induction (EMI) techniques, to elucidate the origin of thousands of aligned circular features located at the Iluga archaeological area emplaced on one of the driest places on Earth (Pampa del Tamarugal, Atacama Desert). The GPR was useful to recognize alluvial deposits, sandy aeolian filling in pre-existing holes and roots right underneath circular features. Magnetic susceptibility data derived from the EMI in-phase component, usually considered a complementary result, were useful to identify fireplaces in the vicinity of the alignments. These geophysical findings were verified with an archaeological excavation. It has been found that circular features resulted from an extensive deforestation process in the Pampa del Tamarugal, consisting in the extraction of both trunk and roots of algarrobos (Prosopis chilensis) or tamarugos (Prosopis tamarugo), likely for recent charcoal production. The proposed methodology delivers promising results for archaeological and shallow geological studies in hyperarid and dry environments.
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    Non-destructive testing and kinematic limit analysis applied to a historic masonry church early intervened with RC elements
    (2025) Alvarado, Rolando; Barrientos, Marco; Suazo, Antonio; Menanno, Giovanni; Pérez Pinedo, Luis Elías; Palazzi, Nuria Chiara; Sandoval Mandujano, Cristián
    This article assesses the structural condition of a historic unreinforced masonry (URM) church whose original earthquake-resistant system was strengthened with reinforced concrete (RC) elements after the 1927 Mendoza earthquake. This early intervention, which took place between 1927 and 1930, consisted of RC frames formed by beams and columns embedded in the existing masonry. Since then, the church's seismic performance has been satisfactory, presenting minor damage after significant earthquakes. Despite its successful seismic performance, this church-and its strengthening strategy- has not been studied in depth. Due to the limited structural information available, a multidisciplinary study involving several non-destructive tests (NDT) in the church was conducted to understand its current structural state and reduce information gaps derived from historical sources and visual on-site inspection surveys. NDTs included the use of Terrestrial Laser Scanner (TLS), Unmanned Aerial Vehicle (UAV) photogrammetry, and Ground Penetrating Radar (GPR), among others. To assess the effectiveness of RC interventions, seismic behavior before and after the different retrofitting interventions was compared through linear kinematic analyses of the main failure mechanisms observed. The research results show that RC interventions increased the spectral accelerations required to activate overturning mechanisms in the macro-elements identified in the church, with safety indexes exceeding 1.0 for most RC-intervened macro-elements. The latter indicates that these elements are safe under the seismic loads specified by the Chilean code for heritage structures.