1. The Wall Behaviour in the Contiguous Drilled Piles Reinforced by Anchors in 3D the "case study" of Ain-Naadja Metro Station–(Algiers).
- Author
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Kiyyour, Sami and Karech, Toufik
- Subjects
SLOPE stability ,RETAINING walls ,CASE studies ,ANCHORS ,ORDERED sets - Abstract
Soil reinforcement includes a set of techniques in order to improve its mechanical or physical properties, by the establishment of inclusions working on traction, compression or bending. Among these techniques are nailing, tie rods, micro piles, bored piles, ballasted columns. Slope stability can be improved with different ways using soil improvement techniques or by installing supporting structures such as retaining walls or piles. The first solution leads to the reduction of forces that cause sliding; the other solutions generally lead to the increase of resistance forces. The present work is concerned with the sensitivity of the deformations of contiguous drilled pile walls reinforced by tie rods associated with the models of soil behaviour. The analysis is done on the metro station of Algiers Line 1, Extension C-Hai el Badr-Ain-Naadja (station of Ain-Naadja). The obtained results by a numerical simulation in 3D, deformations at the level of the piles or displacements, as well as the efforts of extensions at the level of the tie rods are compared with the measurements in situ taken in very particular points either at the level of the tie rods or by inclinometers at the level of the piles. [ABSTRACT FROM AUTHOR]
- Published
- 2021
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