Recommendation of Suitable Loading Waveforms and Wavelength Equations for Dynamic Modulus Based on Measured Wheel Loads

<div>Vertical compressive stress pulse with different pavement structures: (a) R = 0.5, Z = 10 cm; (b) R = 0.5, Z = 10 cm; (c) R = 1, Z = 20 cm; (d) R = 20, Z = 20 cm.</div>

Advances in Materials Science and Engineering

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Figure 4

Figure 4: Recommendation of Suitable Loading Waveforms and Wavelength Equations for Dynamic Modulus Based on Measured Wheel Loads 