Finite element analysis of cone penetration in cohesionless soil

@inproceedings{Huang2004FiniteEA,
  title={Finite element analysis of cone penetration in cohesionless soil},
  author={Wei Huang and Daichao Sheng and S. W. Sloan and Ho Sung Yu},
  year={2004}
}
Displacement finite element analysis is performed for a cone-penetration test in cohesionless soils. By modelling finite strain in the soil and large scale sliding at the penetrometer–soil interface, a more realistic penetration process is simulated in which the penetrometer is assumed to be rigid and the soil is assumed to be an elastic-perfect-plastic continuum obeying the Mohr–Coulomb criterion. The cone resistance found from the calculations shows that the depth of steady-state penetration… CONTINUE READING

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