2002
DOI: 10.1061/(asce)0887-381x(2002)16:4(170)
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Performance of Polymer-Modified Asphalt-Aggregate Mixtures in Alaska

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Cited by 12 publications
(3 citation statements)
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“…This may be due to swelling of SBS with maltene portions of bitumen. The butadiene phase of the polymer absorbs the lighter ends of the asphalt and swells as much as nine times its original volume 19–21. This may weaken the interaction between filler and bitumen.…”
Section: Resultsmentioning
confidence: 99%
“…This may be due to swelling of SBS with maltene portions of bitumen. The butadiene phase of the polymer absorbs the lighter ends of the asphalt and swells as much as nine times its original volume 19–21. This may weaken the interaction between filler and bitumen.…”
Section: Resultsmentioning
confidence: 99%
“…The investigations in asphalt pavement technology and its application fields have enabled the development and practical use of polymer modifiers. A number of researches have been carried out to investigate in asphalt pavement [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15].…”
Section: Introductionmentioning
confidence: 99%
“…The mixing and compaction temperatures are then established by the ranges previously noted and as shown in the figure. temperatures of 163 to 165C (325 to 330F) (Hensley, 1998 andZubeck, 1999).…”
Section: Mixing and Compaction Temperature Determinationmentioning
confidence: 99%