Chapter
Apr 26, 2012
Finite Element Analysis of Slope Stabilization using Piles
Authors: Steve Laudeman and Nien-Yin ChangAuthor Affiliations
Publication: Geotechnical Engineering for Transportation Projects
Abstract
Slope stabilization using vertical piles has been used many times over the last thirty years to correct slope stability problems. An adequate design method for this means of stabilization must include a determination of the improvement in the stability of the slope as well as a determination of the displacements and stresses in the stabilizing piles. Many diverse methods of analysis have been proposed in the relevant civil engineering literature. A brief discussion of the current design methods is included, with a tabulated summary. Following the summary of design methods, a simple slope configuration is selected and analyzed using the finite element method. Based on this analysis, it is concluded that the finite element method appears to be an effective means to analyze this difficult problem. Typical finite element analysis results are presented and discussed.
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Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bibliographies
- Continuum mechanics
- Displacement (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Finite element method
- Foundations
- Geomechanics
- Geotechnical engineering
- Information management
- Methodology (by type)
- Numerical methods
- Pile foundations
- Piles
- Slope stability
- Slopes
- Solid mechanics
- Structural mechanics
Authors
Affiliations
Steve Laudeman
P.E.
Design/Construction Engineer, Colorado Department of Natural Resources, 6060 Broadway, Denver, Colorado 80216
Nien-Yin Chang
P.E.
Professor of Civil Engineering, University of Colorado at Denver, 1200 Larimer Street, Denver, Colorado 80201
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.