Citas bibligráficas
Ramirez, A., (2020). Uso de barreras dinámicas en áreas con amenaza de caída de rocas para mitigación de riesgo en zona vial urbana en la Alameda Shilcayo en la ciudad de Tarapoto, provincia de San Martín, departamento de San Martín [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3797
Ramirez, A., Uso de barreras dinámicas en áreas con amenaza de caída de rocas para mitigación de riesgo en zona vial urbana en la Alameda Shilcayo en la ciudad de Tarapoto, provincia de San Martín, departamento de San Martín [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2020. http://hdl.handle.net/11458/3797
@misc{renati/1056438,
title = "Uso de barreras dinámicas en áreas con amenaza de caída de rocas para mitigación de riesgo en zona vial urbana en la Alameda Shilcayo en la ciudad de Tarapoto, provincia de San Martín, departamento de San Martín",
author = "Ramirez Tecco, Alex Jhonatan",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2020"
}
This research was originated by the background of events in the area of study, such as the rockfalls that endangered various aspects of the area such as: road infrastructure, vehicle infrastructure and the most worrying, it could endanger human life. In this regard, the use of dynamic barriers is proposed in order to control the rockfalls and mitigate the hazards and risks. In this way, the main objective of the project, the characteristics, components and dimensioning of the structure is tested. To comply with the process, we followed procedures from the European Technical Approval Guide (ETAG 027), as well as the results of the study of soil mechanics, the field and the office work and the data obtained from the Rockfall software simulation v.4.0, according to the graphs we can observe the total kinetic energy behavior, translational and rotational speed , which were analyzed through iterations, to determine the Maximum Design Energy Level (MEL) required for the dimensioning of the structure, obtaining as a result the barrier Geobrugg RXE-500-LA, with 500 kilojoules of energy absorption, to contain blocks of 1.75 m3, with 5 tons weight, impacting at a speed of 11.25 meters per second. The structure will have an installation 100 linear meters along, thus covering 71.43% of the total section in the study area.
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