Figures index

From

Contribution to the Geotechnical Mapping of Lateritic Gravels in Western Senegal for Road Construction in Senegal, West Africa

Papa Sanou Faye, Adama Dione, Issa Ndoye, Saliou Pene, Fatou Samb, Ibrahima Khalil Cissé

American Journal of Civil Engineering and Architecture. 2026, 14(1), 1-10 doi:10.12691/ajcea-14-1-1
  • Figure 1. Distribution of lateritic borrow pits in the Dakar and Thiès regions
  • Figure 2. Annual cumulative rainfall in Dakar and Thiès (1970–2020)
  • Figure 3. Annual cumulative temperature in Dakar and Thiès (1970–2020)
  • Figure 4. Grain size curves of lateritic gravels from the Thiès and Dakar regions for sub-base use (according to CEBTP )
  • Figure 5. Grain size curves of lateritic gravels from the Thiès and Dakar regions for base course use (according to CEBTP )
  • Figure 6. Grain size curves of lateritic gravels from the Thiès and Dakar regions (according to AGEROUTE )
  • Figure 7. Results of Atterberg limits for lateritic quarries from the Thiès and Dakar regions
  • Figure 8. Proctor compaction curves of lateritic gravels from the Thiès and Dakar regions
  • Figure 9. Modified Proctor curves of cement-stabilized lateritic gravel (GLA) from Toglou 1 at 1%, 2%, and 3% cement contents
  • Figure 10. Modified Proctor curves of cement-stabilized lateritic gravel (GLA) from Sindia at 1%, 2%, and 3% cement contents
  • Figure 11. Modified Proctor curves of cement-stabilized lateritic gravel (GLA) from Tchicky 1 at 1%, 2%, and 3% cement contents
  • Figure 12. Modified Proctor curves of cement-stabilized lateritic gravel (GLA) from Yéba at 1%, 2%, and 3% cement contents
  • Figure 13. Modified Proctor curves of cement-stabilized lateritic gravel (GLA) from Tchicky 2 at 1%, 2%, and 3% cement contents
  • Figure 14. Modified Proctor curves of cement-stabilized lateritic gravel (GLA) from Toglou 2 at 1%, 2%, and 3% cement contents