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 ...
ادامه نوشته »Simulation soil consolidation in interaction with concrete pile in Abaqus
In this tutorial consolidation of soil in interaction with concrete pile in Abaqus has been investigated.All parts has modeled in one part and tree zone was created with partition as soil zone,pile and cohesive for modeling interaction between pile and soil interference .Analysis contains three steps. In the first step soil ...
ادامه نوشته »Simulation interaction between clay and concrete wall under external pressure in Abaqus
In this video Simulation interaction between clay and concrete wall under external pressure in Abaqus has been done.In the below figure schematic of geometry is mentioned To model concrete wall and clay soil two dimensional space has been implanted. The concrete wall is modeled as elastic model and clay is modeled ...
ادامه نوشته »Simulation pile penetration to the soil in Abaqus
In this video pile penetration to the soil by CEL(couple Eulerian Lagrabgian) has been simulated. Soil has modeled as eulerian part with Coulomb-Mohr material. Pile has modeled as a 3 dimensional lagrangian part concrete material. Explicit procedure is appropriate for this analysis and two steps has defined , in the ...
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