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Simplified Pile-Slope Stability Analysis by cha is a document available to read on EtoBox.

This paper presents a simplified approach to analyzing the stability of slopes reinforced with piles. The approach uncouples the pile response analysis from the slope stability analysis. Pile response to lateral soil movements from slope instability is analyzed using a modified boundary element method. Slope stability is analyzed using a conventional Bishop slip circle approach. The approach is implemented in a computer program called SLOPIL to study important factors controlling pile-reinforced slope perfo

Author

cha

Language

EN