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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on USB, paper 4421.:
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Revisiting Sarma’s Method for Seismic Response of Embankments: First Results
Chaljub, Emmanuel
;
Durand, Capucine
Given the very large length of embankments along rivers and channels, there is a need for a reliable, simple and affordable method to assess the stability of these struct [...]
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