Figures index

From

Mortar Composites Based on Industrial Wastes

H. H. M. Darweesh

International Journal of Materials Lifetime. 2017, 3(1), 1-8
  • Figure 1. The XRD analysis of the used fly ash sample
  • Figure 2. Schematic diagram of flexural (bending) strength system, B: beam, S: span, W: width and T: thickness
  • Figure 3. The relationship between the fineness and density of the starting raw materials
  • Figure 4. The relationship between the physical properties of the starting raw materials
  • Figure 5. The W/C ratio and setting times of the various mortar composites
  • Figure 6. Boud water content of the various mortar composites hydrated up to 28 days
  • Figure 7. Bulk density of the various mortar composites hydrated up to 28 days
  • Figure 8. Compressive strength of the various mortar composites hydrated up to 28 days
  • Figure 9. Flexural strength of the various mortar composites hydrated up to 28 days
  • Figure 10. The FT-IR spectra of Mr, M4 and M6 mortar composites cured up to 28 days
  • Figure 11. The SEM micrographs of the different mortar composites