Abstract
Synopsis The pore-pressure coefficients defined by Skempton (1954) have been applied to the problems of determining the effective stresses in an earth dam during construction and during rapid draw-down. Reference is made also to several other practical applications of these coefficients. Les coefficients de pression interstitielle définies par Skempton (1954) ont été appliqués aux problèmes du calcul des tensions efficaces dans une barrage en terre, en tours de construction ainsi que durant un affaissement rapide. Il est fait mention également de diverses autres applications de ces coefficients.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Cited by
136 articles.
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