Listar por autor "Baltodano-Goulding, Rafael"
Mostrando ítems 1-5 de 5
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Análisis de la influencia de la precipitación en el esfuerzo de succión y la estabilidad de un talud
Valverde-Ruiz, Enrique Alonso (Instituto Tecnológico de Costa Rica, 2010)Rain causes a change in soil moisture which in turn generates a change in the shear strength, including suction stress, also in soil’s parameters such as unit weight. These changes directly affect the stability of the ... -
Análisis del Efecto de la Cohesión Aparente en la Capacidad Soportante de Cimentaciones Superficiales
Gómez-Méndez, Carolina (Instituto Tecnológico de Costa Rica, 2008)This research consists of analyzing three unsaturated soils. Cohesion values are determined from variations in saturation degrees of specimens with specify density. This cohesion values will be used to analyze the effect ... -
Análisis del efecto del esfuerzo de succión en la capacidad soportante de cimentaciones profundas
Bagnarello-Madrigal, Fiorella (Instituto Tecnológico de Costa Rica, 2010)The mechanics of unsaturated soil is based in net pressure and matric suctions, being the last the responsible for the shear strength and deformation behaviors. The purpose of this study is to evaluate the behavior of deep ... -
Determinación de Asentamientos Teóricos en Rellenos Sanitarios
Rivera-Vásquez, Irene (Instituto Tecnológico de Costa Rica, 2012)This project studies municipal solid waste (MSW) settlement. The objective is to estimate, predict and compare theoretical settlements thru the use of existing settlement models. Also, to recommend actions to take in order ... -
Estudio exploratorio del efecto de la saturación en el ensayo de California Bearing Ratio (CBR) de campo y laboratorio en el diseño de estructura de pavimento
Bustillos-Álvarez, William (Instituto Tecnológico de Costa Rica, 2010)province of Cartago. It is to determine the effect of soil saturation, due to the precipitation that presents the site, California Bearing Ratio by laboratory and field tests. Also, through dampness models are determined ...