بایگانی برچسب: saturate soil

In this tutorial, the Seismic analysis of geosynthetic-reinforced soil in Abaqus has been investigated. The soil is modeled as a two-dimensional part. The geosynthetic is modeled as a wire part. You can see a figure of the assembled parts below Geosynthetic-reinforced soil (GRS) structures perform well during strong earthquakes due ...

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 ...

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 ...

Using backfill soils with cohesive fine contents to build geosynthetic-reinforced soil (GRS) retaining walls for permanent purposes has attracted considerable attention in recent years.Such back fills are considered to be marginal since they contain cohesive fines that have a plasticity index (PI)>6 and mayor may not exceed 15%.If justified, this ...

In this video step by step simulation of embankment construction on saturate soil floor in Abaqus has been done. In the below figure schematic of simulation has been showed. Soil is contained two section as dry and saturate section Elastic material with coulomb-Mohr plasticity for soil has been used. Because ...

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 ...

This video has presented TBM(Tunneling) into dry mix with saturate soil in Abaqus step by step.The soil is modeled as three dimensional part with two separate zone to assign dry and saturate condition with Mohr-Coulomb plasticity. Liner is modeled as three dimensional shell with concrete material. This analysis contain some ...