Figures index

From

2D and 3D Numerical Simulation of Load-Settlement Behaviour of Axially Loaded Pile Foundations

Gowthaman S, Nasvi MCM

American Journal of Civil Engineering and Architecture. 2017, 5(5), 187-195 doi:10.12691/ajcea-5-5-2
  • Figure 1. (a) Plan-view of 2 × 2 square pile group, and (b) Sectional view X-X
  • Figure 2. (a) Geometry of the Finite Element Model (b) FE mesh and (c) deformed mesh for complete LE analysis
  • Figure 3. Pile group layout of combined analysis
  • Figure 4. Meshed geometry of group pile foundation
  • Figure 5. Load-settlement curve of the pile group obtained from RATZ approach
  • Figure 6. Comparison of load-settlement plots obtained from FEA and field test result for single pile analysis
  • Figure 7. Comparison of load-settlement plots obtained from FEA and field test result for a single pile using corrected modulus
  • Figure 8. Settlement contours of soil obtained when it was modeled as complete (a) LE model, (b) MC model and (c) HS model
  • Figure 9. Comparison of load-settlement behaviour obtained from HS-LE analysis and measured Field Test result
  • Figure 10. Comparison of load-settlement behaviour obtained from HS-MC analysis and measured Field Test result
  • Figure 11. Comparison of load settlement behaviour of pile group from linear and non-linear FE analysis and RATZ analytical approach
  • Figure 12. Comparison of load settlement behaviour of pile group from linear and non-linear FE analysis with corrected modulus and RATZ analytical approach
  • Figure 13. Settlement contours of the considered pile group from (a) LE, (b) MC and (c) HS analysis
  • Figure 14. Comparison of load settlement behaviour of pile group from HS-LE analysis and RATZ analytical approach
  • Figure 15. Comparison of load settlement behaviour of pile group from HS-LE analysis and RATZ analytical approach
  • Figure 16. Load-settlement relationships of pile group with different spacing
  • Figure 17. Vertical deformation contours of pile group with the spacing of (a) 2D and (b) 8D