Onsite Use of Recycled Asphalt Pavement Materials and Geocells to ...
Onsite Use of Recycled Asphalt Pavement Materials and Geocells to ...
Onsite Use of Recycled Asphalt Pavement Materials and Geocells to ...
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Figure 4.67 Vertical compression <strong>of</strong> the HMA surface versus the number <strong>of</strong><br />
loading cycles 109<br />
Figure 4.68 Vertical compression <strong>of</strong> the RAP base versus the number<br />
<strong>of</strong> loading cycles 109<br />
Figure 4.69 Vertical compression <strong>of</strong> subgrade layer versus the number<br />
<strong>of</strong> loading cycles 110<br />
Figure 4.70 Strain at the bot<strong>to</strong>m <strong>of</strong> the HMA surface versus the number <strong>of</strong><br />
loading cycles 112<br />
Figure 4.71 Vertical stress at the interface between subgrade <strong>and</strong> RAP base versus<br />
the number <strong>of</strong> loading cycles at center 113<br />
Figure 4.72 Distribution <strong>of</strong> the vertical stresses at the interface between subgrade<br />
<strong>and</strong> RAP base versus the number <strong>of</strong> loading cycles at 25 mm<br />
surface permanent deformation at the center 114<br />
Figure 4.73 Stress distribution angle versus the number <strong>of</strong> loading cycles 115<br />
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