Bibliographic citations
Mendez, A., Agreda, L. (2023). Estudio de la influencia de banquetas en la estabilidad de taludes en la Carretera Bambamarca - Chimban, km 36+800.00 - 37+000.00, Departamento de Cajamarca, Perú [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/671861
Mendez, A., Agreda, L. Estudio de la influencia de banquetas en la estabilidad de taludes en la Carretera Bambamarca - Chimban, km 36+800.00 - 37+000.00, Departamento de Cajamarca, Perú [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/671861
@misc{renati/1297158,
title = "Estudio de la influencia de banquetas en la estabilidad de taludes en la Carretera Bambamarca - Chimban, km 36+800.00 - 37+000.00, Departamento de Cajamarca, Perú",
author = "Agreda Sobrino, Luis Enrique",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
FormaThe study area is in Bambamarca - Chimban in Cajamarca, Peru. This research work presented the influence of benches on the stability of slopes during the execution of works because the stability of a slope on a road is of great importance to be analyzed, even more so if complemented by the presence of geological faults if a timely solution is not presented, landslides would occur that would cause human and economic losses and put the population at risk. In Cajamarca during 2023, 13 roads have been affected by landslides and rockslides due to rainfall. Therefore, with the presence of landslides that damaged the population in that area, an investigation was carried out to study the influence of the benches using the SLIDE V.6.0 program, which requires geotechnical parameters. In order to find these parameters, different tests were carried out both in the Hurteco laboratory and in the Superconcreto del Perú SAC laboratory. In the research area, the sector between Km 36+800 to Km 36+900 has been chosen because the bench design did not comply with the norm and low safety factor (S.F.) values. Therefore, the use of bench design to influence the safety factors (S.F.) for slope using the current norms in function of the material of each progressive using static and pseudo-static analysis, so the bench design is convenient to avoid possible slides of the slope.
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