A single-step procedure for estimating s
β
N. Uddin
π
Article
π
1997
π
Elsevier Science
π
English
β 632 KB
Estimation of the permanent deformations of embankment dams is, in practice, based upon the simplifying assumption that dynamic-acceleration response and wedge sliding are two separate processes (decoupled 'elastic' and 'rigid-slip' features of the dynamic response). An alternative hypothesis is pro