Observations on the pseudostatic analysi
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R. Trizzino
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Article
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1987
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Elsevier Science
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English
β 590 KB
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