Simulation embankment and excavation on saturate soil in Abaqus

In this tutorial Simulation embankment and excavation on saturate soil in Abaqus has been investigated. Two dimensional space to model ground and embankment as shell part is used. Because of humidity , in property modulus permeability constant ,elasticity,and Colomb  plasticity has been implanted.You can see a schematic of position at below

GEostatic step is used to model equilibrium between soil element, after that three soil step is used to model three stage of embankment construction and after that soil transient step as first consolidation step is applied. after consolidation again three step as excavation step and one soil transient step as consolidation step is used . Body force is applied to all part in the proper step for each members and GEOSTRESS for dry and saturate soil are consider separately as elevation from the center of coordinate

You can see the results for stress during embankment construction and excavation at below pictures

You can see pore fluid pressure as figures at below

and displacement

at the below pictures you can see pore pressure during the consolidation time and soil settlement

You can provide CAE ,INP,and English video files of this simulation here. The cost of these files is Twenty-Four Euros. you can click on the bellow bottom to beginning process

You can purchase the tutorial through a PayPal account, a Visa, or a Master card,  just before payment,send me an email to this address: karampourp@gmail.com