06.10.2014 Views

Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...

Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...

Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Sabbagh and Lesser (1998) note that the phase stability of CRM modified asphalt<br />

emulsions is governed <strong>in</strong> large part by both particle size and morphology. In unstable<br />

modified asphalt emulsions, polymer particles tend to coalesce, gradually <strong>in</strong>creas<strong>in</strong>g <strong>in</strong><br />

size over time until they become sufficiently large for cream<strong>in</strong>g to occur (22). Sabbagh<br />

and Lesser have experimentally determ<strong>in</strong>ed the critical particle transition radius<br />

(between coalescence and cream<strong>in</strong>g) to be approximately 4 µm at 110º C for polyolef<strong>in</strong>.<br />

With respect to morphology, polymer particles <strong>in</strong> unstable asphalt emulsions are<br />

predom<strong>in</strong>ately teardrop-shaped, whereas those <strong>in</strong> stabilized asphalt emulsions are<br />

characterized by either spherical and/or long-cyl<strong>in</strong>drical shapes. The irregular, nonspherical<br />

shaped polymer particles which characterize unstable modified asphalt<br />

emulsions are commonly observed under high shear mix<strong>in</strong>g conditions. Additionally,<br />

the use of steric stabiliz<strong>in</strong>g copolymers has been shown to promote more<br />

thermodynamically stable spherical polymer particle shapes (22). Sabbagh and Lesser<br />

have noted that while polymer particle sizes <strong>in</strong> stabilized asphalt emulsions are<br />

generally larger than those <strong>in</strong> unstable asphalt emulsions, the former are not more<br />

susceptible to cream<strong>in</strong>g. This is believed to be due to the <strong>in</strong>creased density of the<br />

particles <strong>in</strong> stabilized asphalt emulsions created by the use of steric stabilizers (22).<br />

Thus, stabilized asphalt emulsions are those which are characteristically stable with<br />

respect to both cream<strong>in</strong>g and coalescence. Paradoxically, Sabbagh and Lesser have<br />

shown comparable <strong>in</strong>creases <strong>in</strong> fracture toughness and improved high-temperature<br />

viscoelastic behavior with <strong>in</strong>creas<strong>in</strong>g polymer content for both stable and unstable<br />

asphalt emulsions. This suggests that actual field performance is relatively <strong>in</strong>sensitive to<br />

<strong>in</strong>itial polymer particle morphology.<br />

CRM can be added as a dry <strong>in</strong>gredient to slurry mixes to avoid problems of phase<br />

separation, but <strong>in</strong> such cases it serves primarily as a filler material. When used as filler,<br />

CRM fails to form a pervasive matrix or network, and thus does not impart the cohesive<br />

and viscoelastic benefits associated with most other forms of polymer modification.<br />

One solution to the phase separation problems associated with CRM modifiers <strong>in</strong>volves<br />

the use of solvents to partially predigest the rubber particles prior to their <strong>in</strong>troduction<br />

20

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!