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خانه / بایگانی برچسب: abaqus soil simulation

بایگانی برچسب: abaqus soil simulation

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, ...

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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 ...

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Simulation rigid body rotation model for predicting a response of soil-filled wall subjected to blast in Abaqus

In this tutorial Simulation rigid body rotation model for predicting a response of soil-filled wall subjected to blast in Abaqus has been done.Steel tank is modeled as a three dimensional shell part,domain is modeled as Eulerian part and soil as a solid part inside the domain. You can see a ...

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Simulation and calculation the total load capacity of the pile group in Abaqus

In this tutorial simulation and calculation the total load capacity of the pile group in Abaqus has been studied.Because of the symmetry ,one quarter of the model has been generated. The pile and soil are modeled as three dimensional part. The soil material is modeled as elastic with cap plasticity ...

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Simulation geosynthetic-reinforced soil retaining wall in Abaqus

In this tutorial Simulation geosynthetic-reinforced soil retaining wall in Abaqus has been investigated. The soil is modeled as two dimensional part with elastic ,cap plasticity material with hardening. The geosynthetic is modeled as 2 dimensional wire model with elastic material with beam element.You can see figures about the assembled parts ...

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Simulation bearing capacity of a three dimensional square foundation in Abaqus

In this tutorial Simulation bearing capacity of a three dimensional square foundation in Abaqus base on the Sam Helwany’s book has been investigated. To model soil and foundation a one three dimensional part is used.You can see a figure about it at below The elastic and cap plasticity with cap ...

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Simulation end bearing capacity of a pile under rapid load in Abaqus

In this tutorial simulation end bearing capacity of a pile under rapid load in Abaqus base in the Sam Helwany book has been investigated. To model pile  and soil asymmetric shell parts has been used.In geotechnical engineering, bearing capacity is the capacity of soil to support the loads applied to ...

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Simulation concrete piled raft in interaction with soil in Abaqus

In this tutorial Simulation concrete piled raft in interaction with soil in Abaqus has been done.The piled raft foundation system has recently been widely used for many structures, especially high rise buildings. In this foundation, the piles play an important role in settlement and differential settlement reduction, and thus can ...

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Simulation earthquake over a concrete tunnel in interaction with soil in Abaqus

In this tutorial Simulation earthquake over a concrete tunnel in interaction with soil in Abaqus has been investigated. The tunnel industry has considered that tunnels, especially tunnels in rock, are naturally resistant to earthquake action, including faulting, shaking, deflection and ground failure. As the number of case histories of tunnels ...

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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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