Bibliographic citations
Chávez, R., (2020). Análisis de estabilidad de talud en areniscas mediante el método empírico Hazard índex, cinemático y equilibrio límite en la carretera Tarapoto – Yurimaguas [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/652580
Chávez, R., Análisis de estabilidad de talud en areniscas mediante el método empírico Hazard índex, cinemático y equilibrio límite en la carretera Tarapoto – Yurimaguas [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/652580
@misc{renati/1287800,
title = "Análisis de estabilidad de talud en areniscas mediante el método empírico Hazard índex, cinemático y equilibrio límite en la carretera Tarapoto – Yurimaguas",
author = "Chávez De la Cruz, Raysa Milagros",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
The stability of rocky slopes is considered crucial for public safety on the roads, as well as for the safety of personnel and teams working on rock cuts. Rock slope instability and failure occur due to many factors such as geometry, geological discontinuities, slope material, and severe weather conditions. As well as external loads, heavy precipitation, and seismicity that could play an important role in the failure. In this thesis we develop the kinematic method and the empirical method of "hazard Index" for evaluating the stability of the slope on the Tarapoto-Yurimaguas road, where the slope corresponds to a residual rock Low resistance sandstone type, with high precipitation as it is a tropical zone and located within a seismic zone. Possible types of failure are identified through kinematic analysis based on the direction of heading and dip of the discontinuities, the failures found are analyzed with respect to the seismic factor, and the condition of stability with the empirical method "Hazard Index" with respect to to the precipitation factor to identify the stability condition and show the result. The thesis highlights some limitations of the methods used.
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