dc.contributorMejía Flores, Marco
dc.contributorGranja Carrera, Jenny
dc.creatorGarnica Chuqui, Jerson Eduardo
dc.creatorGuzmán Segarra, Iván Marcelo
dc.date.accessioned2019-05-27T16:08:00Z
dc.date.accessioned2022-10-20T19:02:15Z
dc.date.available2019-05-27T16:08:00Z
dc.date.available2022-10-20T19:02:15Z
dc.date.created2019-05-27T16:08:00Z
dc.date.issued2019
dc.identifierGarnica Chuqui, J. E., & Guzmán Segarra, I. M. (2019). Levantamiento geológico del sitio para la implementación del Centro de Interpretación. (Tesis de grado. Ingeniero Forestal). Escuela Superior Politécnica de Chimborazo. Riobamba.
dc.identifierhttp://dspace.espoch.edu.ec/handle/123456789/10761
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4584023
dc.description.abstractThe present investigation proposes: to carry out the geological survey of the Catazho Archaeological Park located in the community of San José belonging to the canton Limón Indanza in the Province of Morona Santiago; besides the analysis of the seismicity of the area of interest and the geotechnical study of the site where the Interpretation Center is to be implemented. The study began with the geological survey of 122 hectares where it was evidenced the presence of two stratigraphic units, the first one of Cretaceous age that is characterized by silts, sands, shale and limestones which belong to the Napo Formation; The other unit corresponds to a colluvium where metric blocks of andesite have been deposited inside a silt-clayey matrix belonging to the Hollín Formation. The geotechnical characterization was carried out by means of the execution of two SPT probes that reached the depth of 4 meters, depth at which the rejection of the penetration occurred; The drills defined two geotechnical units, the upper ones corresponding to silt that have an average plasticity and a load capacity of 2.70Kg / cm2 and the lower unit that corresponds to clays of medium plasticity with 9Kg / cm2 of admissible load capacity. For the determination of local seismicity, two empirical formulas were used to calculate the local acceleration, the first developed by Goldsack with which an acceleration of 0.128 *g was obtained and the second formula developed by Esteva Villaverde with which a value of 0.124 *g. Keywords: GEOLOGICAL SURVEY - SEISMICITY ANALYSIS - GEOTECHNICAL STUDY.
dc.languagespa
dc.publisherEscuela Superior Politécnica de Chimborazo
dc.relationFRN-CENID-UD;53T0041
dc.subjectLEVANTAMIENTO GEOLÓGICO
dc.subjectPARQUE ARQUEOLÓGICO CATAZHO
dc.subjectESTUDIO GEOTÉCNICO
dc.subjectCENTRO DE INTERPRETACIÓN
dc.subjectMORONA SANTIAG0 (PROVINCIA)
dc.subjectALSHI-9 DE OCTUBRE (PARROQUIA)
dc.titleLevantamiento geológico del sitio para la implementación del Centro de Interpretación.
dc.typeTesis


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