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Slope stability analysis based on the direct comparison of driving forces and resisting forces

✍ Scribed by Alexander G. Razdolsky


Publisher
John Wiley and Sons
Year
2009
Tongue
English
Weight
247 KB
Volume
33
Category
Article
ISSN
0363-9061

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A simple method for evaluating the seismic stability of embankments and slopes has been developed by modifying the generalized procedure of slices proposed by Janbu. A pseudostatic analysis is carried out. The seismic force is represented through its horizontal and vertical components, acting on the