Figures index

From

Setting, Hardening and Mechanical Properties of Some Cement / Agrowaste Composites - Part I

H. H. M. Darweesh, M. R. Abo El-Suoud

American Journal of Mining and Metallurgy. 2014, 2(2), 32-40 doi:10.12691/ajmm-2-2-3
  • Figure 1. Schematic diagram of the bending strength, B: beam, S: span, W: width and T: thickness
  • Figure 2. Relationship between the blaine surface area and density of the OPC, BHA (PB0-PB5) and OPC/RHA (PR0-PR%) cement mixes
  • Figure 3. Water of consistency and setting times of cement pastes with BHA and RHA
  • Figure 4. Water of consistency and setting times of cement pastes with BHA and RHA
  • Figure 5. Combined water content of cement pastes with BHA and RHA cured up to 90 days
  • Figure 6. Free lime content of cement pastes with BHA and RHA cured up to 90 days
  • Figure 7. Bulk density of cement pastes with BHA and RHA cured up to 90 days
  • Figure 8. Bulk density of cement pastes with BHA and RHA Cured up to 90 days
  • Figure 9. Flexural strength of cement pastes with BHA and RHA cured up to 90 days
  • Figure 10. Compressive strength of cement pastes with BHA and RHA cured up to 90 days
  • Figure 11. The FT-IR spectra of the OPC (P0) and those blended with BHA (PB4) and RHA (PR4) cured up to 90 days
  • Figure 12. The SEM images of P0, PB4 and PR4 cement Pastes cured up to 90 days