Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm - Kuhn, Matthew R.; Daouadji, Ali (Soils and foundations, 2020)
Keywords: Discrete element method; Engineering Sciences; Granular material; Liquefaction; Poroelasticity; Undrained loading; Unsaturated soil; Discrete element method; Unsaturated soil; Granular material; Liquefaction; Undrained loading; Poroelasticity