Facultad de Ingeniería y Arquitectura

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Evaluación de estabilidad de taludes en carretera SM – 119: emp. sm – 118 dv: Puente Bellavista – Sector Blanco – Ledoy, Provincia de Bellavista, Región San Martin, 2020.
(Universidad Privada de Trujillo, 2020)
La Torre Rengifo, Daniel Leonidas
;
Durand Bazán, Enrique Manuel
This research was developed in Virú, at the Private University of Trujillo, Analyze the state of conservation of the asphalt pavement road Virú Avenue, Virú Province, La Libertad Region, 2018, for this purpose it seeks to identify the types of existing faults in the flexible pavement, determine the level of severity of each of them and determine the pavement condition index; for the realization of the thesis a non-experimental, transversal, descriptive design was used, the sampling was non-probabilistic for convenience, the data collection was done with the Observation technique, the instrument used was the observation guide, to analyze the data was used is descriptive statistics, the problem is that asphalt pavement roads in Virú have failures because they lack studies to know their conservation status, this causes risk to human lives because we are in an area of high transport flow, The most common faults in the pavement are: block cracking, edge cracks, lane / berm unevenness, longitudinal and transverse cracks; the asphalt pavement has a value of PCI = 55, we can indicate that the pavement is in a good state at present
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Bases teóricas para realizar la investigación estabilización de taludes en la carretera pe1-nf tramo Contumazá –Chilete - 2019
(Universidad privada de Trujillo, 2019)
Ticona Marca, Pablo Cesar
;
Enrique Manuel, Durand Bazán
The present monograph seeks to obtain technical information necessary to elaborate the investigation Stabilization of slopes on the road PE1-NF Contumazá-Chilete section, in the year 2019. This research aims to gather information necessary to develop a system for the stabilization of the slopes on the Highway PE 1-NF Tranche Contumazá-Chilete, by means of a study of its properties and performing the solution of the analysis of the stability by means of the classical methods of the Limit equilibrium and the numerical solution provided by the finite element method, achieving adequate solutions for the stabilization of the slopes in the study area. The road PE-1NF Contumazá-Chilete, in the department of Cajamarca is the only paved road to the capital of the province of Contumazá, which is why this route of approximately 40 km in length is of utmost importance for the province. The road has been suffering from several partial and total closures in each rainy season, mostly due to landslides, since its paving in 2014 damages and repair costs are therefore, higher, in the year of 2017 due to weather phenomena called the Coastal Child Phenomenon the situation of this road reached a critical state, causing the isolation of the city of Contumazá due to the interruption of the service of traffic caused by various landslides and blockages of this road, leading to economic losses, both to users, and to the population of the province in general, damaging trade, agriculture and different economic areas that are developed there.
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Bases teóricas para el diseño geométrico de intercambio vial a desnivel de intersecciones viales en el distrito de La Esperanza – Trujillo 2018
(Universidad Privada de Trujillo, 2018)
Castro Gonzáles, Raúl
;
Villar Quiroz, Josualdo
This monograph seeks to obtain technical information on aspects of geometric road design, and especially emphasis on geometry of overpasses, for the application of a proposal of Geometric Design to Design and two roads that connect the capital of the Province of Trujillo, with Capital of Districts such as La Esperanza and El Millar, in the area José Gabriel Condorcanqui Avenue and Tupac Amaru Avenue in the District of Hope Province of Trujillo La Libertad Region in 2018. The obtaining in the information search process through the Manual of Geometric Design of Roads DG-2018 and Standard GH-020 Components of Urban Design of the National Regulation of Buildings, allows the data collection, the matrix of data, and the application of primary information sources, which is of great importance in the search for improvements in geometric road design, with the aim of showing the relationship between the current geometrical performance of the road intersection, and the geometric road redesign solutions between roads, as well as the source of secondary information, we comply with international standards such as the American Association of Highway and Transportation Officials of the State Geometric Design of Roads and Streets AASHTO, 2011, which will be responsible for solving traffic problems
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Bases teóricas para la propuesta de mejoramiento de la carretera a nivel de afirmado entre los tramos lluchubamba – Matibamba km. 0.000 – 5+000 – Chilia – Pataz – La Libertad, 2018
(Universidad Privada de Trujillo, 2018)
Guillén Montero, José Luis
;
Marín Cubas, Guido Robert
El presente trabajo de investigación tiene como denominación “BASES TEÓRICAS PARA LA PROPUESTA DE MEJORAMIENTO DE LA CARRETERA A NIVEL DE AFIRMADO ENTRE LOS TRAMOS LLUCHUBAMBA – MATIBAMBA KM. 0.000 – 5+000 – CHILIA – PATAZ – LA LIBERTAD, 2018” desarrollamos este proyecto con el objetivo principal de diseñar una carretera a nivel de afirmado mejorando el acceso y transitabilidad vehicular en el tramo Lluchubamba – Matibamba, del Distrito de Chilia, Provincia de Pataz, Departamento La Libertad. Realizamos dos trazos, un estudio previo de la carretera existente para realizar el diseño a nivel de afirmado, para ello realizamos un estudio de suelos, 5 calicatas 1 por kilómetro (basándose en la Norma y considerando mi proyecto como Carreteras de Bajo Volumen de Tránsito: carreteras con un IMDA ≤ 50 veh/día, de una calzada 1 calicata x km Fuente: Elaboración Propia, teniendo en cuenta el Tipo de Carretera establecido en la RD 037-2008-MTC/14 y el Manual de Ensayo de Materiales del MTC), un estudio de canteras para el afirmado, con los resultados obtenidos se calculó el espesor del pavimento; diseño geométrico de la vía basándose en los parámetros de diseño del Manual de Carreteras DG - 2018, estudio hidrológico y drenaje, análisis de costos y presupuesto, aplicando los conocimientos técnicos de la ingeniería y la normatividad vigente del Ministerio de Transportes y Comunicaciones. De acuerdo a los estudios realizados y considerando una carretera de baja transitividad (< a 200 vehículos diarios) se obtuvo el resultado y sus calzadas deben de tener un ancho mínimo de 4.00 m. y se construirán ensanches llamados plazoletas de cruce, por lo menos cada 500 m. y sus pendientes longitudinales entre 3% y 6% con un radio no mayor a 13.74 m; además definimos que de acuerdo a su geografía de la zona, es un terreno ONDULADO TIPO 2 y tiene pendientes transversales al eje de la vía entre 11% y 50%. También cabe recalcar que se ha diseñado un bombeo de 3% por estar dentro de una zona lluviosa (fuente: Manual de Carreteras “Diseño Geométrico DG– 2018”). Finalmente se eligió esta investigación para determinar soluciones en base a estándares que permitan resolver a futuro los problemas de acceso y transitabilidad.
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Propuesta de diseño de la carretera vecinal de los caseríos de Pajablanca y Zancobamba - Distrito de Chugay - provincia de Sánchez Carrión - La Libertad 2017
(Universidad Privada de Trujillo, 2017)
Carbajal Navez, Jefferson
;
Villar Quiroz, Josualdo Carlos
The present investigation was carried out between the hamlets of Pajablanca and Zancobamba, district of Chugay, province of Sánchez Carrión, freedom, is titled "PROPOSAL OF DESIGN OF THE VECINAL ROAD, OF THE CASERÍOS OF PAJABLANCA AND ZANCOBAMBA-DISTRICT OF CHUGAY-PROVINCE OF SANCHEZ CARRION-LA LIBERTAD 2017 ", This investigation was carried out with the purpose of developing a proposal for the design of the local road to improve the of the aforementioned villages, in order to achieve what was previously described, collects existing information from the study area, achieving this research under the parameters established in the geometric design standard of roads DG-2014 and specialized softwares for road design, the type of research is descriptive and the design is non-experimental transversal, the research techniques is the observation and the instruments are the data sheets and field notebooks, for processing the information will be used software such as Excel, AutoCAD Civil 3D and for the analysis they will use graphs, data tables, developing each of the specific objectives, such as: the Topographic Survey, the Geometric Design of the road under study, the Study of Soil Mechanics and the hydrological study of intervention, the survey topographic involves a distance of 3 km along the entire road, which connects To these hamlets, the study of Soil Mechanics, is carried out according to the Manual of "Soils, Geology, Geotechnics and Paved" roads of the Ministry of Transport and Communications, providing the necessary data for the design of the road under study, the research will contribute to the easy access of transport units to these hamlets beneficiaries, allowing the residents to improve their agricultural activities and agriculture, generating faster and cheaper transport, improving quality of the population in general.
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Propuesta de mejoramiento de la carretera a nivel afirmado entre los tramos del caserío de Nueva Delicia - Chinchupata, Chillia - Pataz - La Libertad 2017.
(Universidad Privada de Trujillo, 2017)
Briceño Cueva, Luis Clever
;
Villar Quiroz, Josualdo Carlos
The present investigation consists in proposing an improvement of road at level affirmed between the sections of the hamlet of new delight - Chinchupata, to improve its permanent transitability according to the requested requirements of use, using the DG-2014 road design manual. This investigation is carried out with the purpose of complying with the provisions of the MTC, since this requires road inventories of the entire road network of the Peru, in these inventories should be recorded both the functional status and the structural of affirmed and unstated pavements for investment in the management of roads, for this reason the study and implementation of numerical models is important complementary to trials that help diagnose the structural state of our roads. To achieve the above, information was collected both at the primary level and at the secondary it is important to note that the primary data were collected directly of the place of study carried out personally by observation for which made the application of 10 observation guides for each section of the road under study. The work will be developed in five chapters: the first one includes the introduction, second theoretical framework, third methodology, fourth thesis development, fifth results: general aspects, topographical study, study of soil mechanics, study hydrological, geometric design, socio-environmental impact study. Sixth discussion, conclusions and recommendations, annexes; with which, through an investigation descriptive will have a project that covers the needs of transfer and intercommunication of the population of the area under study. The construction of adequate access roads generates benefits for the population both in economic well-being as quality of life, that is why the improvement of road to level affirmed in the hamlets of new delight and Chinchupata will be very feasible for all the inhabitants of said zones.

Facultad de Ingeniería y Arquitectura

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