Figures index

From

Geotechnical Assessment of Clay Deposits in Minna, North-Central Nigeria for Use as liners in Sanitary Landfill Design and Construction

Amadi A. N., Okunlola I. A., Eze C. J., Jimoh M. O., Unuevho C. I., Abubakar Fahad

American Journal of Environmental Protection. 2015, 3(3), 67-75 doi:10.12691/env-3-3-2
  • Figure 1. Topographical map of Minna
  • Figure 2. Geological map of Minna
  • Figure 3. Typical Soil Profile of the trial pit
  • Figure 4. Particle Size Distribution Curve
  • Figure 5. Atterberg limit results on soils from the area
  • Figure 6. Plasticity Chart of the soil samples (After Casagrande, 1948)
  • Figure 7. Mineralogical composition of the soil samples
  • Figure 8. X-ray diffractogram for soil sample containing quartz and kaolinite
  • Figure 9. X-ray diffractogram for soil sample containing quartz, kaolinite and illite
  • Figure 10. Section AAI for the designed Modern Sanitary Landfill (Amadi et al., 2013)
  • Figure 11. Plan of the Modern Sanitary Landfill for the study area (Aamdi et al., 2013)
  • Figure 12. Single Clay-Liner Systems for low Vulnerability Area (Amadi et al., 2013)
  • Figure 13. Double Clay-Liner Systems for high Vulnerability Area (Amadi et al., 2013)