Simulation of Deep Drilling Within Multilayered Soil Structure Using Couple Eulerian Lagrangian Approach

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Description

Mohr coulomb plasticity model is used to model different soil layer with cohesion strength varying from 0 to 300 kPa.

Results shows that the stresses generated within soil structure directly related with the cohesion of the underlying soil. Stress propagation is maximum in a soil with increase cohesion strenght.

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