Figures index

From

Bituminous Materials with a High Resistance to Flow Rutting

Kerboua Mohammed, Megnounif. A, Benguediab. M, Benrahou. KH, Kaoulala. F

American Journal of Civil Engineering and Architecture. 2014, 2(1), 1-11 doi:10.12691/ajcea-2-1-1
  • Figure 1. Roadways with multi-layer structure used for the EAST-WEST highway
  • Figure 2. Section and normal distribution of constraint
  • Figure 3. Effect of the loading cyclic on the temperature
  • Figure 4. Influence of the cyclic load on the percentage of the vacuums
  • Figure 5. Deformation with rutting according loading
  • Figure 6. Effect of the loading cyclic on the cyclic to the temperature
  • Figure 7. Percentage of the vacuums for differing layers from coated
  • Figure 8(a). Main curve of the bituminous mix tested (Temperature of reference 20°C)
  • Figure 8(b). Main curve of the bituminous mix tested (Temperature of reference 15°C)
  • Figure 9. Influence of the temperature on the modules complex
  • Figure 10. The dissipation of shear stresses for the various layers
  • Figure 11. The dissipation of the normal stress for the various layers
  • Figure 12. Distribution of the normal deformations and sheerings
  • Figure 13. Variation of shear stresses function of the deformations
  • Figure 14. Average strain of the BBME layer (on the middle surface of the BBME)
  • Figure 15. Average strain of the EME2 layer (on the middle surface of the EME2)
  • Figure 16. Cracking in inflection with the interface of the two layers
  • Figure17 (a). Average stress of the BBME layer (on the middle surface of the BBME
  • Figure 17(b). Average stress of the EME2 layer (on the middle surface of the EME2)