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Erschienen in:
2021 | OriginalPaper | Buchkapitel
Analysis of Effect of Anti-slide Pile on Stability of Slopes
verfasst von : Rashid Shams, Athar Hussain
Erschienen in: Advances in Geotechnics and Structural Engineering
Verlag: Springer Singapore
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Abstract
The slopes of weak soil are very unstable and can cause serious damage of life and property if not analysed and reinforced properly. There are various methods of improving the stability of slopes; one such method is installing anti-slide piles. In this study, anti-slide piles have been used to improve stability of considered soil slope and analysed variation of various parameters like pile spacing, length and pile position with respect to FOS of the slope [1, 2]. After analysis, it was found that as pile length increases the FOS increases only up to a critical pile length, as pile spacing decreases the FOS increases and maximum FOS is obtained when pile is positioned somewhere between toe and heel of the slope. Bending moment and shear forces were also quantified on the critical length of anti-slide pile [3, 4].