Diseño y Construcción de Pavimentos

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https://repository.ucc.edu.co/handle/20.500.12494/13821

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Diseño de un pavimento rígido por el método AASHTO 93 y Portland Cement Association (PCA), aplicado en la calle 6 entre carrera 8 y 7 del municipio de San Luis Tolima
(Universidad Cooperativa de Colombia, Pregrado, Ingeniería Civil, Ibagué, 2023-03-16) Castro Herrera, Jeferson Julian; Muñoz Mendez, Fabio Alexander (disciplinar); Hernandez Atencia, Yelena (metodológico)
The purpose of this document is to design a rigid pavement that provides a solution to the specific needs that arise in the study site, for which it is proposed to carry out the designs using two different rigid pavement design methods, which are the AASTHO 93 method and the Portland Cement Association (PCA) method applied to an urban road in the municipality of San Luis (Tolima), where the description and subsequent comparison of each element is explained, as well as the design of the pavement is gradually developed and in the same way the required elements for each method and the description of the relevant computer programs in each case where after making the calculations with the different AASHTO 93 and PCA pavement design methods, a comparison of results is made to conclude which is the best.
Estudio geotécnico para el diseño de estructura de pavimento en el municipio de Girardota, Antioquia
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Medellín y Envigado, 2022-01-26) Yepes Echeverri, Maryi Daniela; Sánchez Rodríguez, Karen Shirley; Marín Morales, John David; Medina Uribe, Javier Arbey; Rodiguez González, Oscar Egidio
The project is a product of designing a pavement structure to be built in the municipality of Girardota Antioquia, carried out as a degree method for the Universidad Cooperativa de Colombia, where studies were conducted according to the Colombian NSR-10 code, especially titles A and H of the mechanical properties of the soils found, according to the physical and environmental conditions of the region, learning environments were used, such as sampling, applications to demonstrate the terrain, laboratory tests, which describe the progress of the project, where results of stress properties, deformations, permeability conditions, compression and analysis in drainage systems, saturations and confinements were found. Finally, based on the AASHTO-93 standard for asphalt pavement designs, the design of Full Depth pavements and with emulsified bases is carried out, proposing for such purpose a particular specification of a mixture with emulsified asphalt type II, where a mixture of 22.5 cm in size will be used.
Elaboración del presupuesto y programación para el proyecto residencial entre ríos, en la ciudad de Neiva, departamento del huila.
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Neiva, 2021-11-18) Bonilla perez, Holman ronaldo; Quintero morales, Mauricio; Mosquera Florez, Andres Fabricio
This report, by way of presentation of the degree modality, is part of the civil works management and intervention seminar, in which we will find what corresponds to the budget with all the components (calculation reports, unit price analysis, budget general), as well as the work schedule (distribution of crews, duration times) for the execution of the residential project Entre Ríos in the city of Neiva, department of Huila.
Diseño de un pavimento flexible por el método AASHTO y racional, aplicado en la variante del municipio de Armero Guayabal
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Especialización en Diseño y Construcción de Pavimentos, Ibagué, 2021-10-13) Prada Usme, Richard Fabricio; Muñoz mendez, Favio alexander; Lombana, Ivan camilo
In this document it proposes two methods for the design of flexible pavements through the aashto and rational methods applied in the national road of the municipality of armero guayabal (Tolima), the description and subsequent comparison of each element is explained, as well as gradually developed the design of the flexible pavement. In the same way as the elements required for each method and the description of the relevant computer programs in each case. After making the calculations with the aashto and rational pavement design methods, a comparison of results is made.
Diseño de la estructura de pavimento flexible por el método AASHTO – 93, para 1.3 kilómetros, de la vía de acceso a la vereda la palmita del municipio de Natagaima Tolima
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Ibagué, 2021-10-12) Quimbayo Morales, Maritza Alejandra; Useche Ayerbe, Ever Andres; González Mosquera, Humberto; Gutiérrez Murillo, Norma Patricia
It is the realization of a flexible pavement structure design using the AASHTO - 93 design method, for the access road to the La Palmita village of the Natagaima municipality, Tolima department, considering the great importance of this road corridor for tourism and agricultural development of the sector. To carry out this work, we begin with the compilation of the necessary information for the structuring of the project, which serves as an orientation for the design of the pavement structure.
Diseño de la estructura de pavimento en el corregimiento de Dantas en el municipio de Ibagué - Tolima
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Ibagué, 2021-09-30) Flórez Parra, David Ricardo; Muñoz Mendez, Fabio Alexander
The design of a pavement structure, whether flexible, rigid or articulated, is a subject of investigation, due to the different variables that must be taken into account to develop the dimensioning of the structure. This work specifically evaluates rigid pavement design methodologies such as AASHTO and PCA, having the criteria of semi-empirical and rational parameters in order to establish the optimal pavement structure. Likewise, this work is carried out to know the current conditions of the explored road as transit, geotechnical and hydrological, as well as the characteristics and properties that occur in the area and proceed to implement an optimal design for the project
Intervención Directa: Proyectar País sas
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Medellín y Envigado, 2019-07-31) Perea Murillo, Luisa María; Peña Perez, Ronald Jesús
Diseño estructural pavimento flexible, tramo 1 vía las Cabras - ubicado en Doima municipio de Piedras Tolima
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Especialización en Diseño y Construcción de Pavimentos, Ibagué, 2020-11-17) Sanchez Campuzano, Victor Hugo; Meneses Barragán, Jair Alirio; Pulecio, Julian Andres; Hernández Atencia, Yelena
The study was carried out on the Las Cabras road located between the rural sector of agrotourism development condition, which communicates the urban sector of the Doima residential area of the Piedras Tolima municipality, where the collection of information necessary for its purpose corresponds to the period of December of 2019 and the first quarter of 2020, with the aim of gathering the suitable technical supports to carry out the study, design and construction of the pavement of the aforementioned road sector. Soil samples were taken to be analyzed in the laboratory, where a result of the soil support relationship was obtained, together with the geometric design of the road through topographic design and the study of traffic or road gauging; the road improvement action has been communicated by the Piedras Tolima municipal administration through its website and in community socialization meetings, where there is excellent acceptance by the community in general, unlike private land owners who They must free up minimum areas for the recovery of public space. Secondary information such as coordinated tasks in the territorial ordering scheme, resolution of road regulations, forest inventory, declaration of land areas as public utility, were provided by the municipal planning secretary in its administration 2016 - 2019, regarding the method of design and regulatory generalities, books of pavement design and INVIAS regulations were taken into account. The results showed a type III road category, a soil support ratio CBR = 5.5, where following the AASHTO methodology the pavement structure must be re-evaluated by the Rational method and the WINDEPAV software as it does not meet the minimum layer height thicknesses. set forth in the INVIAS standard.
Sistema de control de la gestión del conocimiento
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería de Sistemas, Ibagué, 2020-10-04) Rodriguez Mogollon, Juan Sebastian; Morales Montoya, Brahyan Gustavo; Pacheco Casadiego, Jorge Manuel; Mendez Reyes, Carlos Alberto
Diseño de pavimento flexible en asfaltita natural para 1.5 km entre el sector comprendido de la vereda Socavón y punto conocido como el Chupo jurisdicción del municipio de Armero Guayabal Tolima
(Universidad Cooperativa de Colombia, Facultad de Ingenierías, Especialización en Diseño y Construcción de Pavimentos, Ibagué, 2020-07-30) Mape Ortiz, Johner Fabian; Rubio Guzmán, Jhon Alexander; Hernandez Atencia, Yelena; Muñoz Mendez, Fabio Alexander

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