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Ionomers asphalt

Figure 1. In this manner the cohesive properties of a large number of asphalt ionomers could be measured. Figure 1. In this manner the cohesive properties of a large number of asphalt ionomers could be measured.
While it is quite possible that asphalt ionomers or suitable additives can be developed to permit good wet-strength retention, the tendency for asphalt to become brittle at temperatures below 0°C inevitably will lead to cracking thermal shrinkage exerts tensile forces well beyond the fracture limit of asphalt concretes. Thus low-temperature plasticizers, such as liquid rubbers, must be used to permit some plastic flow or stress relaxation at sub-zero temperatures (22). [Pg.181]

Bitumen Ionomers. Moisture-resistant asphalts (qv) have been prepared by reaction of metal oxides with acid-functionalized bitumens (75). Maleic anhydride or sulfur trioxide/trimethylamine complexes have been used successfully for introduction of acid groups into asphaltic bitumens. [Pg.409]


See other pages where Ionomers asphalt is mentioned: [Pg.169]    [Pg.169]    [Pg.171]    [Pg.171]    [Pg.171]    [Pg.173]    [Pg.175]    [Pg.180]    [Pg.181]    [Pg.181]    [Pg.181]    [Pg.263]    [Pg.169]    [Pg.169]    [Pg.171]    [Pg.171]    [Pg.171]    [Pg.173]    [Pg.175]    [Pg.180]    [Pg.181]    [Pg.181]    [Pg.181]    [Pg.263]    [Pg.263]    [Pg.179]   
See also in sourсe #XX -- [ Pg.171 , Pg.172 , Pg.173 , Pg.174 , Pg.175 , Pg.176 , Pg.177 , Pg.178 , Pg.179 , Pg.180 , Pg.181 , Pg.182 ]




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Asphaltic

Asphalts

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