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Botello Rojas, Azucena del Pilar and Oteo Mazo, Carlos and Fuente Martín, Pablo de la (2015). Stabilization of embankments on inclined surfaces by micropiles. In: "ECSMGE 2015, 16th European Conference on Soil Mechanics and Geotechnical Engineering", 13/09/2015-17/09/2015, Edinburgh, United Kingdom.
Title: | Stabilization of embankments on inclined surfaces by micropiles |
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Author/s: |
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Item Type: | Presentation at Congress or Conference (Article) |
Event Title: | ECSMGE 2015, 16th European Conference on Soil Mechanics and Geotechnical Engineering |
Event Dates: | 13/09/2015-17/09/2015 |
Event Location: | Edinburgh, United Kingdom |
Title of Book: | Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering |
Date: | 2015 |
Subjects: | |
Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
Department: | Mecánica de Medios Continuos y Teoría de Estructuras |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
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Embankments constructed on hillsides can have serious problems of stability, generally created by the action of water com-bined with the inclination of the hillside. In order to increase the stability or correct problems of instability already present, there are various methods that can be used: surface and deep drainage, reinforcements with anchored beams, medium and large diameter piles, etc. Standing out among these systems (for its versatility) is the use of micropiles which ?sew? the embankment to a non-unstable area of the hillside. This paper presents research undertaken by means of a finite element code for studying the effect and stress of the micropiles, comparing the results with real measurements taken in the south of Spain.
Item ID: | 36761 |
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DC Identifier: | https://oa.upm.es/36761/ |
OAI Identifier: | oai:oa.upm.es:36761 |
Official URL: | http://xvi-ecsmge-2015.org.uk/ |
Deposited by: | Memoria Investigacion |
Deposited on: | 18 Sep 2015 11:55 |
Last Modified: | 01 Jan 2018 23:30 |