Figures index

From

Quantification of Benefits of Steel Fiber Reinforcement for Rigid Pavement

M. A. Kamel

American Journal of Civil Engineering and Architecture. 2016, 4(6), 189-198 doi:10.12691/ajcea-4-6-1
  • Figure 1. Stages of the Conducted Loading Test on Model Slabs
  • Figure 2. Compaction Factors for Different Investigated Mixes
  • Figure 3. Relationship between Steel Fiber Content by Cement Weight to the Time Required to Remold from Slump Cone to Cylindrical Shape
  • Figure 4. Compressive Strength Results after 28 days for Cylindrical Specimens for Different Investigated Mixes
  • Figure 5. Deflection at Loading Point (at First Crack Load)
  • Figure 6. Deflection at Loading Point (at Failure Load)