dc.creatorFalquez, Daniel
dc.creatorNoboa, Diego
dc.creatorRosero, Dioselina
dc.creatorProaño, Gastón
dc.date2011-02-28
dc.date2011-02-28
dc.date2011-02-28
dc.date.accessioned2023-08-08T22:34:33Z
dc.date.available2023-08-08T22:34:33Z
dc.identifierhttp://www.dspace.espol.edu.ec/handle/123456789/14854
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8096872
dc.descriptionThe following paper describes two soil containment systems for the critical site of the highway Zhud – Cochancay – El Triunfo. The first system consists in the slope’s stabilization by constructing a concrete wall, the second system includes stabilizing the slope through the formation of layers of compacted soil reinforced with geosynthetics. The design of both methods of soil containment and the comparison of the estimated costs are presented on this paper. With this preliminary analysis we will be able to recommend the best solution, both technically and economically.
dc.formatapplication/pdf
dc.languagespa
dc.rightsopenAccess
dc.subjectMURO DE CONTENCIÓN DE HORMIGÓN ARMADO
dc.subjectMURO MECÁNICAMENTE ESTABILIZADO CON GEOTEXTILES
dc.subjectESTABILIZACIÓN DE TALUDES.
dc.titleEstudio comparativo del muro de hormigón armado y del muro reforzado con geosinteticos para la estabilidad del talud en el sitio crítico de la vía zhud – cochancay – el triunfo de la prov. cañar kilómetro 44 +680
dc.typeArticle


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