Figures index

From

Pull-out Resistance of Single Piles and Parametric Study using the Finite Difference Method (FDM)

Alex Otieno Owino, Zakaria Hossain, Jim Shiau

American Journal of Civil Engineering and Architecture. 2018, 6(5), 193-198 doi:10.12691/ajcea-6-5-4
  • Figure 1. Uplift capacity function and the failure pattern by Kulhawy
  • Figure 2. Generated mesh, boundary conditions and the pile element
  • Figure 3. Pile head displacements at different axial loads
  • Figure 4. Ground movements during axial loading
  • Figure 5. Contour zone for effective stress distribution on the grid
  • Figure 6. Effective Principal stress tensor distribution on axial loading
  • Figure 7. Maximum shear strain increment around the pile element
  • Figure 8. Variation of the foundation depth
  • Figure 9. Influence of the angle of internal friction of the soil
  • Figure 10. Effects of the gap on the ultimate axial load