Bibliographic citations
Geldres, J., Flores, J. (2024). Sistema de geomalla anclada en talud como medida de estabilización ante desprendimientos de suelo en la progresiva 51+146 en la ruta Yauca- Coracora Parinacochas – Ayacucho [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/682814
Geldres, J., Flores, J. Sistema de geomalla anclada en talud como medida de estabilización ante desprendimientos de suelo en la progresiva 51+146 en la ruta Yauca- Coracora Parinacochas – Ayacucho [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/682814
@misc{renati/1299919,
title = "Sistema de geomalla anclada en talud como medida de estabilización ante desprendimientos de suelo en la progresiva 51+146 en la ruta Yauca- Coracora Parinacochas – Ayacucho",
author = "Flores Bravo, Jennifer Damaris",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
The presented work addresses the stabilization of slopes on the Yauca-Coracora road in Ayacucho (AY 115), specifically at kilometre 51+146, where landslides caused by both external and internal factors have affected the road infrastructure. To mitigate this issue, an anchored geogrid system is proposed, which significantly improves the slope’s stability, reducing the risk of landslides and protecting the road infrastructure, with a positive impact both environmentally and economically. Additionally, the employed methodology is explained, which includes terrain exploration through test pits to a depth of 1.5 meters from the road’s subgrade, laboratory analysis of soil samples to verify the physical and mechanical properties of each encountered stratum, and finally computational simulations to perform a stability analysis. The final results reveal that, in its initial conditions, the slope has a safety factor of 0.93, which is below the required minimum, indicating instability. However, after implementing the anchored geogrid solution, the Safety Factor increases to 1.71, achieving the desired stability. This demonstrates that the anchored geogrid system increases stability by 184% compared to its initial condition.
This item is licensed under a Creative Commons License