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 ...
ادامه نوشته »Abaqus full package, Four Hundred Thirty tutorials, All aspects of simulations and modeling
In the present package, all aspects of the simulations and modeling in Abaqus through four hundred-thirty separated tutorials are investigated. During this full package, you will learn everything and you will be a master in simulation. The package contains all our English tutorials on the website. You can check the ...
ادامه نوشته »Abaqus Full Lecture of Soil modeling, pile group and piled raft, consolidation, bearing capacity, …more than ten hours simulation
In this full lecture, all aspects of soil modeling and simulation are represented. The lecture contains twenty titles about soil, saturated soil, TBM, earthquake, tunnel, embankment construction, geocell reinforced soil, geosynthetic-reinforced soil retaining wall, earthquake over a concrete tunnel, embankment, and excavation, soil consolidation in interaction with the concrete pile, ...
ادامه نوشته »Simulation Pressure Distribution on Subgrade Soil Underlying Geocell Reinforced Foundation Bed in Abaqus
In this tutorial, the Simulation Pressure Distribution on Subgrade Soil Underlying Geocell Reinforced Foundation Bed in Abaqus has been studied. High contact stresses generated in the foundation soil, owing to increased load, causes distress, instability, and large settlements. Present days, geocell reinforcement is being widely used for the performance improvement ...
ادامه نوشته »Simulation and calculate the long-term load capacity of a pipe pile in Abaqus
In this tutorial Simulation and calculate the long-term load capacity of a pipe pile in Abaqus has been investigated.The pile in this example is cylindrical in shape and loaded in the axial direction only; therefore, the finite element mesh of the pile and the surrounding soil can take advantage of this ...
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