Figures index

From

Investigation of Soil and Quay Wall Interaction Under Seismic Loading

Shahriar Abtahi, Parviz Ghadimi, Rahim Zamanian, Seye Reza Djeddi

American Journal of Civil Engineering and Architecture. 2013, 1(3), 52-58 doi:10.12691/ajcea-1-3-1
  • Figure 1. Computational Domain (Water-Soil-Wall)
  • Figure 2. Mesh of Computational Domain
  • Figure 3. Time history of El Centro and Kobe Accelerations
  • Figure 4. Pressure distribution over the soil behind the quay wall
  • Figure 5. Von Mises stress and wall deformation for the soil type 1 under Kobe Earthquake
  • Figure 6. Normal and shear stress for soil 1 under Kobe earthquake
  • Figure 7. Von Mises stress and wall deformation for soil 1 under El Centro Earthquake
  • Figure 8. Normal and shear stress of quay wall for soil 1 under El Centro Earthquake.
  • Figure 9. Von Mises stress and wall deformation for soil 2 under Kobe Earthquake
  • Figure 10. Normal and shear stress of wall for soil 2 under Kobe Earthquake.
  • Figure 11. Von Mises stress and wall deformation for soil 2 under El Centro Earthquake
  • Figure 12. Normal and shear stress of wall for soil 2 under El Centro Earthquake
  • Figure 13. Effect of water depth on pressure distribution over the soil
  • Figure 14. Effect of water depth on the maximum moment
  • Figure 15. Effect of water depth on shear stress
  • Figure 16. Effect of soil type on shear stress acting on the quay wall
  • Figure 17. Effect of earthquake on soil pressure distribution over the wall
  • Figure 18. Effect of earthquake on moments acting on the quay wall
  • Figure 19. Effect of earthquake type on shear stress over the quay wall
  • Figure 20. Pressure distribution on wall Height (15m) for soil types 1 and 2 under Kobe and El Centro Earthquakes
  • Figure 21. Pressure distribution using Mononobe Okabe method for wall height of 15m