Trabajos de Titulación - Ingeniería Civil
URI permanente para esta colecciónhttps://dspace.ucacue.edu.ec/handle/ucacue/38
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Examinando Trabajos de Titulación - Ingeniería Civil por Asesores "González Maldonado, Marcos Darío"
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Ítem Acceso Abierto Determinación de parámetros geomecánicos mediante ensayos de campo y ensayos de laboratorio(Universidad Católica de Cuenca., 2025) Armijos Cango , Angel Danilo; Velasquez Ortega , Jovinson Francisco; González Maldonado, Marcos Darío; 1950052454; 1900862317This study aimed to characterize the geotechnical properties of the underground at the Catholic University of Cuenca - Azogues campus within an area designated for future construction. To this end, geophysical and geomechanical methods were integrated, utilizing a methodology that included excavating a trial pit, conducting two Standard Penetration Tests (SPTs), and implementing a Multichannel Analysis of Surface Waves (MASW) seismic refraction line. An undisturbed sample was obtained from the trial pit, allowing for the determination of particle size distribution, moisture content, Atterberg limits, simple compression, direct shear, and triaxial tests. The SPTs complemented the data obtained from the pit, allowing for the determination, through correlations, of cohesion, internal friction angle, and allowable bearing soil capacity. Additionally, wave velocities (Vs) were measured to identify the soil type. The MASW seismic refraction line, measuring 24 meters long, determined the Vs and P-wave velocities (Vp), identifying different soil strata down to a depth of 30 meters. The results provide information specific to the area where the samples were taken; therefore, to expand knowledge of the soil conditions throughout the site, additional surveys would be necessary within the property.Ítem Acceso Abierto Determinación de parámetros geomecánicos mediante ensayos de campo y ensayos de laboratorio(Universidad Católica de Cuenca., 2025) Armijos Cango , Angel Danilo; Velasquez Ortega , Jovinson Francisco; González Maldonado, Marcos Darío; 1950052454; 1900862317This study aimed to characterize the geotechnical properties of the underground at the Catholic University of Cuenca - Azogues campus within an area designated for future construction. To this end, geophysical and geomechanical methods were integrated, utilizing a methodology that included excavating a trial pit, conducting two Standard Penetration Tests (SPTs), and implementing a Multichannel Analysis of Surface Waves (MASW) seismic refraction line. An undisturbed sample was obtained from the trial pit, allowing for the determination of particle size distribution, moisture content, Atterberg limits, simple compression, direct shear, and triaxial tests. The SPTs complemented the data obtained from the pit, allowing for the determination, through correlations, of cohesion, internal friction angle, and allowable bearing soil capacity. Additionally, wave velocities (Vs) were measured to identify the soil type. The MASW seismic refraction line, measuring 24 meters long, determined the Vs and P-wave velocities (Vp), identifying different soil strata down to a depth of 30 meters. The results provide information specific to the area where the samples were taken; therefore, to expand knowledge of the soil conditions throughout the site, additional surveys would be necessary within the property.Ítem Acceso Abierto Monitoreo y evaluación del deslizamiento en el sector Reina del Cisne: mediante teledetección y geotecnia(Universidad Católica de Cuenca., 2025) Pesántez Cabrera, Pamela Carolina; González Maldonado, Marcos Darío; 0104988738; Cobos Mora, Sandra LucíaThe research addresses the landslide problem in the Reina del Cisne sector of Cuenca, Ecuador. This area is susceptible to landslides due to its mountainous geography, seasonal rainfall, and seismic activity. The study uses an integrated remote sensing and geotechnical engineering approach to analyze landslide typology and kinematics to improve risk management and land-use planning. Through geotechnical and geophysical analyses, the characteristics of the soils and their behavior in response to water infiltration were identified. The results show that soil saturation, combined with the presence of secondary scarps, contributes to slope instability. Furthermore, it was observed that the surface soils have low shear strength, which increases their vulnerability to landslides. Remote sensing provided accurate data on terrain morphology, which was complemented by geotechnical and geophysical studies to obtain a comprehensive assessment of soil conditions. Corrective measures, such as slope reinforcement and improved drainage, are recommended to prevent future landslides.Ítem Acceso Abierto Proyecto de Titulación embargado con fines de publicación de impacto(Universidad Católica de Cuenca., 2025) Malla Illescas, Jessica Catalina; Rojas Gutiérrez, Lessly Nicole; González Maldonado, Marcos Darío; 0107629537; 0302303797
