Evaluation of Pile Application for Slopes on Bedrock Stability

Mudthir Bakri; Yuan You Xia; Chun Shu Chen; Hua Bin Wang

doi:10.4028/www.scientific.net/AMM.744-746.479

Paper Titles

Construction Technology of Rigid-Flexible Composite Piles for Reinforced Thick Overburden and Deep-Buried Soft Soil
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Determination of Parameter in SYS Cam-Clay Model of Ultra-Soft Clay
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Distribution Characteristics and Influence Factors of Soil Arching Ring behind Stabilizing Piles
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Evaluation of Pile Application for Slopes on Bedrock Stability
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Experimental Research on Engineering Properties of Natural Coarse Saline Soil as the Subgrade Filler
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Experimental Study of Remoulded Soil Properties Based on Freezing and Thawing Cycle
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Experimental Study on Strength Characteristics of Lime - Basalt Fiber Reinforced Expansive Soil
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Geotechnical Properties of Clayed Soils in Mixed Marine and Terrestrial Deposit
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Evaluation of Pile Application for Slopes on...

Evaluation of Pile Application for Slopes on Bedrock Stability

Abstract:

This paper presents a numerical study that performs the stability of slopes on bedrock reinforced with single pile row at different locations. The slope is formed of top sliding soil layer that underlies over rock. The numerical analysis has been implemented by employing the three dimensional analysis using FLAC3D. The results indicate that as the pile location is moved towards the slope crest the displacement increases.In the single row of pile application, the factor of safety reached its maximum value when the pile located at the top middle of the slope. Considering the failure mode the results has conclude three failure modes; above, in front, and through the pile according to the location of the pile. Failure mode is also affected by socketed length of pile in bedrock layer. It is believed that the findings of this study contribute to the engineers performing slope stability analysis in practice.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

479-484

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.479

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Online since:

March 2015

Authors:

Mudthir Bakri*, Yuan You Xia, Chun Shu Chen, Hua Bin Wang

Keywords:

Failure Mode, Pile Displacement, Safety Factor, Slope Stability, Socketed Length

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* - Corresponding Author

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