Figures index

From

Reliability Study of the Stability of a Retaining Wall for Underground Parking Type Structures with Two-storey Basement

Déthié Sarr, Mouhamedine Wade, Ayoub Insa Correa, Thierno Lamine Mouhamadou Sakho

American Journal of Civil Engineering and Architecture. 2025, 13(1), 19-26 doi:10.12691/ajcea-13-1-4
  • Figure 1. Lithology of the terrain
  • Figure 2. Modelling of the final phase with Plaxis
  • Figure 3. Definition of the reliability index
  • Figure 4. Behaviour of the secant pile wall (a. Displacement b. Shear force c. Bending moment)
  • Figure 5. Behaviour of the moulded wall (a. Displacement b. Bending moment c. Shear force)
  • Figure 6. Normal distribution of the angle of friction of the various ground layers
  • Figure 7. Normal distribution of the cohesion of the various ground layers
  • Figure 8. Normal distribution of the modulus of elasticity of the different ground layers
  • Figure 9. Variation (a. cohesion b. friction angel c. modulus of elasticity) as a function of the safety factor
  • Figure 10. Behaviour of the secant pile wall (a. Displacements b. Bending moments c. Shear forces)
  • Figure 11. a. Probability density distribution b. Cumulative distribution function of safety factors
  • Figure 12. Behaviour of the moulded wall (a. Displacements b. Bending moments c. Shearing forces)
  • Figure 13. a. Probability density distribution b. Cumulative distribution function of moulded wall safety factors
  • Figure 14. Behaviour of the secant pile wall (a. Displacement b. Bending moments c. Shear force)
  • Figure 15. a. Probability density distribution b. Cumulative distribution function of the factors of safety of the secant pile wall
  • Figure 16. Behaviour of the moulded wall (a. Displacements b. Bending moments c. Shearing forces)
  • Figure 17. a. Probability density distribution b. Cumulative distribution function of moulded wall safety factors