Mechanical Behavior of Asphalt Mastics Produced Using Waste Stone Sawdust

<div>Mastic-to-binder modulus ratio versus volume ratio (<i>T</i> = 40°C and <i>f</i> = 1 Hz).</div>

Advances in Materials Science and Engineering

Figure 24: Mechanical Behavior of Asphalt Mastics Produced Using Waste Stone Sawdust 