Citas bibligráficas
Hidalgo, G., (2022). Análisis de suelos y elección del tipo de pavimento para el mejoramiento de la infraestructura vial al mínimo costo del distrito de Papaplaya, provincia de San Martin, región San Martín [Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/4614
Hidalgo, G., Análisis de suelos y elección del tipo de pavimento para el mejoramiento de la infraestructura vial al mínimo costo del distrito de Papaplaya, provincia de San Martin, región San Martín []. PE: Universidad Nacional de San Martín. Fondo Editorial; 2022. http://hdl.handle.net/11458/4614
@misc{renati/1056524,
title = "Análisis de suelos y elección del tipo de pavimento para el mejoramiento de la infraestructura vial al mínimo costo del distrito de Papaplaya, provincia de San Martin, región San Martín",
author = "Hidalgo Vasquez, Gustavo Xavier",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2022"
}
Soil Analysis and Choice of Pavement Type for the Improvement of Road Infrastructure at Minimum Cost in the District of Papaplaya, Province of San Martin, Region of San Martin The thesis entitled: "Soil Analysis and Choice of Pavement Type for the Improvement of Road Infrastructure at Minimum Cost in the District of Papaplaya, Province of San Martin, Region of San Martin ", has as main objective to develop the design of flexible pavement (hereinafter FP) and rigid pavement (hereinafter RP), at minimum cost, taking into account the variables according to the Manual of Highways and the Central American Manual for Pavement Design (hereinafter CAMPD), and thus contribute to the improvement of road infrastructure (hereinafter IRI) of Jr. San Martin Road 01 - 02, Tarapoto Road 01 - 03, 02 de Mayo Road 01 - 03, Lamas Road 01 - 03, Psje. 1 and Psje. 2 of the District of Papaplaya. The most important basic studies for the present investigation are the following: the Soil Mechanics Study (hereinafter SME), the Topographic Study, and the Traffic Study, to be later processed in the office. The FP and RP design was elaborated using the AASHTO 93 method, obtaining the following thicknesses: for the FP, the thicknesses were obtained consisting of 0.05 m of hot asphalt binder, 0.15 m base and 0.15 m sub base, and for the RP the thicknesses were obtained consisting of 0.15 m of hydraulic concrete and 0.15 m of sub base. Subsequently, the metering of all the items included in a road infrastructure improvement project was carried out. The unit cost analysis was elaborated for the FP and RP designs, based on the current costs of materials, equipment and labor. Finally, having the thicknesses of the FP and RP, the metering, and the unit cost analysis, costs of the FP and RP are made, choosing the FP as the best economic proposal.
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