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dc.contributor.authorBaiocchi, Valerio
dc.contributor.authorPizzo, Silvio Del
dc.contributor.authorMonti, Felicia
dc.contributor.authorPugliano, Giovanni
dc.contributor.authorOnori, Matteo
dc.contributor.authorRobustelli, Umberto
dc.contributor.authorTroisi, Salvatore
dc.contributor.authorVatore, Felicia
dc.contributor.authorLeón Trujillo, Francisco James
dc.contributor.otherLeón Trujillo, Francisco James
dc.date.accessioned2023-02-27T17:17:53Z
dc.date.available2023-02-27T17:17:53Z
dc.date.issued2022
dc.identifier.citationBaiocchi V., Pizzo S. D., Monti F., Pugliano G., Onori M., Robustelli U., Troisi S., Vatore F. & Trujillo F. J. L. (2022). Solutions and limitations of the geomatic survey of an archaeological site in hard to access areas with a latest generation smartphone: the example of the Intihuatana stone in Machu Picchu (Peru). Acta IMEKO, 11 (1). https://doi.org/10.21014/acta_imeko.v11i1.1117es_PE
dc.identifier.issn0237-028X
dc.identifier.urihttps://hdl.handle.net/20.500.12724/17743
dc.descriptionIndexado en Scopuses_PE
dc.description.abstractArchaeological remains need to be geometrically surveyed and set in absolute reference systems in order to allow a "virtual visit" and to create "digital twins" useful in case of deterioration for proper restoration. Some countries (e.g., Peru) have a vast archaeological heritage whose survey requires optimized procedures that allow high productivity while maintaining high standards of geometric accuracy. A large part of Peru's cultural heritage is located in remote areas, at high altitudes and not easily accessible. For this reason, it is of great interest to study the possible applications of easily transportable instruments. In this study it was verified how the capabilities of the latest smartphones in terms of absolute differential positioning and photogrammetric acquisition can allow the acquisition of a geometrically correct and georeferenced three-dimensional model. The experimentation concerned a new survey of the Intihuatana stones at Machu Picchu and its comparison with a previous survey carried out with a much more complex laser scanning instrumentation. It is important to note that both the photogrammetric survey and the GPS/GNSS survey were carried out with the same smartphone taking full advantage of both features of the same mobile phone. Relative comparison to an existing point cloud provided differences of 2 millimeters in mean with an RMSE of 2 cm. The absolute positioning accuracy compared to a very large-scale cartography appears to be of the order of one metre as was expected mainly due to the high distance of the GPS/GNSS permanent stationses_PE
dc.formatapplication/pdf
dc.language.isoenges_PE
dc.publisherInternational Measurement Confederationes_PE
dc.relation.ispartofurn:issn: 0237-028X
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceRepositorio Institucional - Ulimaes_PE
dc.sourceUniversidad de Limaes_PE
dc.subjectFotogrametríaes_PE
dc.subjectPatrimonio culturales_PE
dc.subjectPhotogrammetryen_EN
dc.subjectCultural propertyen_EN
dc.subjectCusco (Perú)es_PE
dc.titleSolutions and limitations of the geomatic survey of an archaeological site in hard to access areas with a latest generation smartphone: the example of the Intihuatana stone in Machu Picchu (Peru)es_PE
dc.typeinfo:eu-repo/semantics/article
dc.type.otherArtículo en Scopuses_PE
dc.identifier.journalActa IMEKOes_PE
dc.publisher.countryHUes_PE
dc.description.peer-reviewRevisión por pareses_PE
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.07.02
dc.identifier.doihttps://doi.org/10.21014/acta_imeko.v11i1.1117
dc.type.versioninfo:eu-repo/semantics/publishedVersion
ulima.autor.afiliacionIngeniería Civil, Facultad de Ingeniería y Arquitectura, Universidad de Limaes_PE
ulima.autor.carreraIngeniería Civiles_PE


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