Liquefaction-induced deformations for geotechnical structures can be significantly affected by the effects of pore pressure diffusion and the associated void redistribution. Numerical simulations using a critical-state compatible constitutive model are shown to reproduce the pattern of void redistribution that was observed in a centrifuge model test. The capabilities and limitations in our current abilities to account for void redistribution in nonlinear deformation analyses are discussed.
|Number of pages||5|
|State||Published - 1 Mar 2012|
|Event||10th International Conference on Urban Earthquake Engineering (10CUEE) - |
Duration: 29 Mar 2012 → …
|Conference||10th International Conference on Urban Earthquake Engineering (10CUEE)|
|Period||29/03/12 → …|