Please use this identifier to cite or link to this item: http://dspace.utpl.edu.ec/jspui/handle/123456789/17113
Title: Correlación entre ensayo casagrande y cono de penetración
Authors: Teneda Jaramillo, Yadira Vanessa
metadata.dc.contributor.advisor: Esparza Villalba, Carmen Antonieta
Keywords: Suelos-Calidad
Estudio
Ingeniero civil-tesis y disertaciones académicas
metadata.dc.date.available: 2017-03-23
Issue Date: 2007
Citation: Teneda Jaramillo Yadira Vanessa.(2007).Correlación entre ensayo casagrande y cono de penetración.(Trabajo de titulación de Ingeniero civil).UTPL.Loja
Abstract: In the following investigation a new alternative will be studied for the determination of the liquid limit, by the use of the penetration cone. This method is based on the penetration of a metallic cone into a soil sample, from a static position in which its tip slightly touches the flush surface of the soil. The cones used in this test are the CONIN HINDU with an angle of 31 1 at its tip and 148gr of mass and the CONE OF THE GEORGIA TECHNOLOGICAL INSTITUTE with an angle of 300 at its tip and 75gr of mass. Of vernacular housing with all its additions, furnishings, that allows the visitor to know in situ ways of life that still persist in the rural areas of our province. Formally it has been tried not to fall in a foiclorismo, nor in the mythification of the popular culture, although important typological elements of the constructions of the site are taken up, has been included deliberately, modern elements that show a clear typomorfológica reading and that define the Temporality of the place. In order to achieve a personal, more communicative and more architectural graphic expression, the author includes perspectives worked with techniques such as watercolor and airbrushing, giving him greater graphic-expressive richness to the project.
Description: En la siguiente investigación se estudiará una nueva alternativa para la determinación del límite líquido, mediante la utilización del cono de penetración. Este método se basa en la penetración de un cono metálico en una muestra de suelo, a partir de una posición estática en la que su punta toca ligeramente la superficie enrasada del suelo. Los conos que se utilizaron en este ensayo son el CONO HINDU con un ángulo de 31 1 en su punta y 148gr de masa y el CONO DEL INSTITUTO TECNOLOGICO DE GEORGIA con un ángulo de 300 en su punta y 75gr de masa.
metadata.dc.identifier.other: 1012433
URI: http://dspace.utpl.edu.ec/handle/123456789/17113
metadata.dc.type: bachelorThesis
Appears in Collections:Ingeniero Civil

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