Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Design of Drilled Shafts to Enhance Slope Stability
This paper describes a numerical approach for the design of drilled shafts to reinforce slopes. The approach uses the program FLAC and the strength reduction method to predict the Factor of Safety of the improved slope. The method successfully predicted the maximum demands (shear force and bending moments) necessary for the structural design of stabilizing piles. The method also successfully predicted the critical mode of failure and slope stability Factors of Safety for piles with a plastic bending moment.
Design of Drilled Shafts to Enhance Slope Stability
This paper describes a numerical approach for the design of drilled shafts to reinforce slopes. The approach uses the program FLAC and the strength reduction method to predict the Factor of Safety of the improved slope. The method successfully predicted the maximum demands (shear force and bending moments) necessary for the structural design of stabilizing piles. The method also successfully predicted the critical mode of failure and slope stability Factors of Safety for piles with a plastic bending moment.
Design of Drilled Shafts to Enhance Slope Stability
Pradel, Daniel (Autor:in) / Garner, Jason (Autor:in) / Kwok, Annie On Lei (Autor:in)
Earth Retention Conference (ER) 2010 ; 2010 ; Bellevue, Washington, United States
Earth Retention Conference 3 ; 920-927
26.07.2010
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Design of Drilled Shafts to Enhance Slope Stability
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Stability Analysis of Drilled Shafts Reinforced Slope
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Design of Drilled Shafts for Slope Stabilization
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Design of Drilled Shafts for Slope Stabilization
| ASCE | 2010
TECHNICAL PAPERS - Stability Analysis of Drilled Shafts Reinforced Slope
| Online Contents | 2002