...Mao-Sung Shen; Yi-Hsun Tsai This study investigates the relationship between moisture content in cohesive soils and critical slope failure angles during spontaneous liquefaction. We adapted the liquid limit test apparatus, originally developed by A. Atterberg in 1911, into a liquid-flow limit test...

...Antonello Troncone; Luigi Pugliese; Andrea Parise; Enrico Conte Slope movements are generally classified into four different phases: pre-failure, failure, post-failure and eventual reactivation. In engineering applications, the pre-failure and failure phases are usually analysed using traditional...

...C R Neeraj, MS; S Thiyyakkandi, PhD The current practice of factor of safety computation of pile-stabilised slopes depends substantially on either the extension of methods for normal slopes with the pile-contribution introduced as an additional term or finite-element modelling. Extending...