Bibliographic citations
Berru, C., (2017). Estudio definitivo del mejoramiento del camino vecinal La Libertad de Huascayacu – comunidad nativa San Rafael L= 6.014 Km– distrito y provincia de Moyobamba – San Martin [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3034
Berru, C., Estudio definitivo del mejoramiento del camino vecinal La Libertad de Huascayacu – comunidad nativa San Rafael L= 6.014 Km– distrito y provincia de Moyobamba – San Martin [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2017. http://hdl.handle.net/11458/3034
@misc{renati/1059540,
title = "Estudio definitivo del mejoramiento del camino vecinal La Libertad de Huascayacu – comunidad nativa San Rafael L= 6.014 Km– distrito y provincia de Moyobamba – San Martin",
author = "Berru Paredes, Cristian",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2017"
}
The following applied type research has been carried out by the Faculty of Civil Engineering and Architecture of the National University of San Martin and developed Moyobamba - San Martin. This work has been developed applying the current theories and norms of topography, soil mechanics, environmental impact, hydrology, road drainage, concrete and other related, and that have allowed having the Definitive Study of the La Libertad Neighborhood Road of Huascayacu - San Rafael Native Community. For the study of rehabilitation of the local road under study, the engineering methods known for these types of studies were used, in two phases of work: field and cabinet. During the Field Phase the evaluation and inventory of the current road was carried out: definition of the final line, topographic survey of the road, consisting of the tracing, leveling, sectioning and placement of Bench Mark, location studies and evaluation of works of art to project itself; preparation of test pits along the track for soil mechanics studies; Environmental impact study, necessary for the design of the road. In the Cabinet Phase, the field data obtained were processed and interpreted, the different soil mechanics tests were carried out, and the topographic and art works plans attached to the study were processed, as well as the design of the pavement at the level of affirmed. The results show that it is possible to achieve, from the correct application of the theories, studies and conclusive results that after the measured analysis can be presented in the form of a definitive project, evaluating its feasibility in its entire context, optimizing its roads.
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