Facultad de Ingeniería y Arquitectura

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    Bases teóricas para el diseño de pavimento flexible en el centro poblado El Milagro, Trujillo, 2018
    (Universidad Privada de Trujillo, 2018)
    Solano Orbegoso, Jairo Neil
    ;
    Villar Quiroz, Josualdo
    The present investigation was carried out in Trujillo, in the private university of Trujillo, to elaborate this investigation the flexible pavement design was proposed for the improvement of vehicular and pedestrian passability of the Inca Roca street, the miracle center, and to achieve the The objective was realized: the study of all the theoretical bases and antecedents involved in the flexible pavement design, also studied all the design parameters such as: topographic study, study of soil mechanics, traffic study, in order to carry out a design optimal to improve the quality of life of the population by reducing pollution due to dust; the present investigation is a non-experimental type of descriptive cross-sectional design, the data collection was done using the review technique and content analysis, the instrument used was the documentary analysis, the method used was descriptive statistics, the problem is that different streets and avenues do not have an asphalt folder, this causes a bad situation in the population and directly affects the transporters.
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    Bases teóricas para el diseño estructural de pavimentos flexibles y rígidos para el mejoramiento de la transitabilidad en sector pueblo nuevo, provincia de Jaen, región Cajamarca, Perú, 2018
    (Universidad Privada de Trujillo, 2018)
    Quezada Ascate, Carlos Manuel
    ;
    Villar Quiroz, Josualdo
    The present investigation is carried out in the city of Jaén, department of Cajamarca to present the theoretical bases where it is proposed to propose the best alternative between a flexible or rigid pavement, and in this way improve the passability in the Antisuyo street. For the design of a rigid or flexible pavement one has to resort to bibliographic sources such as the AASHTO93 standard, observation guides and forms that help us to have information about the soil, the traffic and the state of roads, these data will be processed using manuals of the MTC and the aforementioned norm, with the information obtained from this research it will be possible to establish the Theoretical Bases of Design of rigid or flexible pavements that will be applied in the field and thus fulfill our objective of verifying the impact of a paving design in the improvement of passability.
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    Bases teóricas para el uso del sistema butifor para incrementar la vida útil en el pavimento en tramos de fuerte pendiente del acceso al centro turístico río bar – Simbal, 2018
    (Universidad Privada de Trujillo, 2018)
    Zárate García, David Abner
    ;
    Villar Quiroz, Josualdo
    The present investigation was developed in the District of Simbal, Province of Trujillo, La Libertad Region, where the Butifor System is proposed as a sustainable measure to combat the appearance of cracks and fissures, which in turn extended the useful life of the pavement in the design of the access road to the Rio Bar Tourist Center, being able to determine the appropriate and correct method, of a paved access road and improved with metallic mesh, where there is the presence of a steep slope; this research project allowed to provide a uniform running surface, resistant, comfortable, aesthetic, environmentally compatible road surface that is safe to withstand vehicular traffic planned for a specific period of time, in addition to improving traffic conditions that facilitate transportation of the necessary supplies to be able to provide the basic recreational services offered by the Tourist Center, and also seeks to improve the living conditions of the public throughout the area of influence, in time, transportation and food; for this purpose, the research I used in the first instance was the DG-2014 Geometric Design Manual, the application of PROES technology, the AASHTO 274 or MTC-E128 test standards (CBR test), ASTM D-1557 or MTC-E115 ( Proctor test), AASHTO 93 (Flexible pavement design) and the general regulations of the Ministry of Transport and Communications. The present investigation has a non-experimental research time, with a transverse design and a descriptive way.
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    Bases teóricas para mejoramiento de vías internas para local educativo, región La Libertad, 2018
    (Universidad Privada de Trujillo, 2018)
    Cruzado Jerónimo, Luis Gonzalo
    ;
    Durand Bazán, Enrique Manuel
    The present investigation describes, in the first place, the problematic reality of the internal routes of the University of Trujillo in the region of La Libertad, the internal routes of the University City, where the research has been developed, of it the characteristics of the way before the conservation works and a description of the expected after the execution of the maintenance works of the internal roads. How is the analysis part of the material reviewed, it is presented in general, definitions, classifications, manufacturing processes, and theoretical methods that allow us to propose a solution to the problem posed. The investment for the rehabilitation of the road infrastructure of the roads within the university city, for the purpose of the erosion of the road infrastructure, is essential; therefore, it is important to protect and preserve the road heritage of the urban area of the city, whose road networks have expanded widely and require effective and economic action to maintain them in satisfactory conditions. The concept of rehabilitation of the roads, refers to the improvement of the deteriorated raceway, to rehabilitate the service of passability. In this sense, the condition and behavior of a pavement depends on the type, quality and rehabilitation opportunity it receives. On the other hand, the rehabilitation of infrastructure refers to the set of processes and actions necessary to rehabilitate the integrity of the road infrastructure to acceptable levels, without involving major changes in its structure.