Figures index

From

Physical, Mechanical and Microstructural Properties of Limestone High Performance Concrete

R. Chaid, A. Bali, A. PERROT, M. Mansour

American Journal of Civil Engineering and Architecture. 2016, 4(4), 133-141 doi:10.12691/ajcea-4-4-4
  • Figure 1. X-ray diffraction analysis of anhydrous cement CEM I 52,5 (λCu kα filtre Ni)
  • Figure 2. Grading distribution of anhydrous cement CEM I 52.5
  • Figure 3. X-ray diffraction analysis of limestone (Cu Kα filtered)
  • Figure 4. Scanning electron micrograph of ground limestone
  • Figure 5. Grading distribution of limestone
  • Figure 6. Influence of curing time on the specimen compressive strength
  • Figure 7. Flexural stress – displacement curves evolution after 3 months hardening
  • Figure 8. Influence of curing time on concrete density
  • Figure 9. Influence of curing time on sound wave velocity through the elaborated concretes
  • Figure 10. Influence of curing time on shrinkage of the different concretes
  • Figure 11. Creep evolution of the different concretes
  • Figure 12. Scanning electron micrograph of different concrete specimen microstructure
  • Figure 13. Scanning electron micrograph of the interfacial transition zone of different concrete specimens
  • Figure 14. X-ray diffraction analysis of concrete specimens after 365 days of hardening