Bibliographic citations
Laiza, J., Cubas, S. (2023). Diseño geométrico y estructural del pavimento para la habilitación urbana residencial Las palmeras de Cartavio, Cartavio - Ascope - La Libertad [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/11120
Laiza, J., Cubas, S. Diseño geométrico y estructural del pavimento para la habilitación urbana residencial Las palmeras de Cartavio, Cartavio - Ascope - La Libertad [Tesis]. PE: Universidad Privada Antenor Orrego; 2023. https://hdl.handle.net/20.500.12759/11120
@misc{renati/371600,
title = "Diseño geométrico y estructural del pavimento para la habilitación urbana residencial Las palmeras de Cartavio, Cartavio - Ascope - La Libertad",
author = "Cubas Chávarry, Sofía Antuané",
publisher = "Universidad Privada Antenor Orrego",
year = "2023"
}
The present investigation was developed in the urban qualification Residencial Las Palmeras de Cartavio, located in the town of Cartavio, Ascope - La Libertad, through applied research. The main objective is to carry out the geometric and structural design of the pavement in order to provide transitability to the study area according to the existing conditions. The project consisted of the design of flexible, rigid and semi-flexible pavements under the methodology of AASHTO 93, also normative criteria established in Standard CE.010 Urban Pavements, Standard GH.0.20 Urban Components and the Manual of Roads: Soils, Geology, Geotechnics and Pavements were followed. For the beginning of our research, a series of preliminary studies were carried out such as the topographic study, soil mechanics study, quarry study and traffic study; The first one with the objective of determining the surface called natural terrain, the second one to determine the type of soil being in this case Clayey Sand mixed with a percentage of cuttings, Clayey Sand and Silty Clayey Sand, without the presence of cuttings, besides the calculation of the CBR of the subgrade, the third one to choose the quarry with materials of better quality and closer to the project and the fourth one to calculate the Equivalent Axes for each type of projected pavement. The project contemplates the design of the subgrade improvement layer composed of over side plus aggregate, using soil stabilization methods under safety and functionality criteria. Finally, the results obtained from the basic studies are presented, as well as the structural design of the mentioned pavements, budgets, work scheduling and technical and economic comparative of the three types of pavements so that finally the most convenient pavement is selected and prepare detailed plans.
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