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Geomechanical characterization and stability analysis of the 2 Baños del Inca cave (Ecuador) using empirical methods and 3 photogrammetry

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dc.contributor.advisor Jordá Bordehore, Luis, Director
dc.contributor.author Silva Yaguachi, Rolando Alejandro
dc.contributor.author Silva Yaguachi, Rolando Alejandro
dc.creator ESPOL.FICT
dc.date.accessioned 2025-02-04T16:12:05Z
dc.date.available 2025-02-04T16:12:05Z
dc.date.issued 2024
dc.identifier.citation Silva Yaguachi, R. A. y Silva Yaguachi, R. A. (2024). Geomechanical characterization and stability analysis of the 2 Baños del Inca cave (Ecuador) using empirical methods and 3 photogrammetry. [Articulo de Titulación]. ESPOL.FICT .
dc.identifier.uri http://www.dspace.espol.edu.ec/handle/123456789/63515
dc.description X
dc.format application/pdf
dc.format.extent 11 página
dc.language.iso spa
dc.publisher ESPOL.FICT
dc.rights openAccess
dc.subject Cavity
dc.subject Geomechanical classifications
dc.subject Subsidence
dc.subject Stability
dc.subject Photogrammetry
dc.subject Rock mechanics
dc.title Geomechanical characterization and stability analysis of the 2 Baños del Inca cave (Ecuador) using empirical methods and 3 photogrammetry
dc.type Maestría en Geotecnia
dc.identifier.codigoespol T-114832
dc.description.city Guayaquil
dc.description.degree Escuela Superior Politécnica del Litoral
dc.identifier.codigoproyectointegrador POSTG111
dc.description.abstractenglish The Baños del Inca is a cave of volcanic origin located in the Saraguro canton, Loja prov- 11 ince, Ecuador. This area attracts a high number of tourists throughout the week. This research com- 12 bines empirical methods based on geomechanical classifications, specifically the Q Index, Rock Mass 13 Rating (RMR) and Geomechanical Cavity Index (CGI) with remote sensing techniques such as pho- 14 togrammetry. The Structure from Motion (SfM) photogrammetric technique is used to reconstruct 15 the cave environment in 3D. Preliminary analysis results indicate that the cave is generally stable, 16 with no observable signs of instability or subsidence. However, the presence of cracks and loose 17 wedged rocks and slabs on the ceiling indicate the potential for specific areas of instability and slab 18 detachment in the long term. These areas require monitoring by more detailed analysis models. The 19 integration of RMR, Barton's Q and CGI methods is beneficial in the engineering field as it allows 20 for a more realistic and accurate examination of the area under investigation. 21 Key words: Cavity, geomechanical classifications, subsidence, stability, photogrammetry, rock me- 22 chanics.


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