Study of large deformation geomechanical problems with the material point method
F Ceccato - 2015 - research.unipd.it
The numerical simulation of real geomechanical problems often entails an high level of
complexity; indeed they are often characterized by large deformations, soil-structure …
complexity; indeed they are often characterized by large deformations, soil-structure …
Study of the effect of drainage conditions on cone penetration with the Material Point Method
F Ceccato, L Beuth, P Simonini - Deformation Characteristics of …, 2015 - ebooks.iospress.nl
Abstract Cone Penetration Testing (CPT) is a widely used in situ soil testing technique which
allows to estimate soil stratigraphy and various soil parameters. Depending on the soil's …
allows to estimate soil stratigraphy and various soil parameters. Depending on the soil's …