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 ...
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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 />
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