Waterproofing latex-bitumen emulsions

Nuriev, M. A.; Murafa, A. V.; Makarov, Dmitry; Khozin, V. G.

doi:10.1134/s1995421208020135

Cited by 1 publication

(1 citation statement)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Thus the replacement of the hot spray bitumen with bitumen emulsions can significantly reduce energy expenditures thanks to the much lower operating temperature, much diminished toxic fumes and particle emissions to the atmosphere, and therefore reduced impact on the environment . Bitumen emulsions are by far the most commonly used binder in cold paving technologies, allowing numerous applications such as tack coats, microsurfacings, and chip seals, which are recognized to be the most promising techniques among the various preventive pavement maintenance treatments …”

Section: Introductionmentioning

confidence: 99%

Modification of bitumen emulsion via heterocoagulation with SIS triblock copolymer latex

Xia

Luo

2017

J of Applied Polymer Sci

View full text Add to dashboard Cite

Bitumen emulsions have often been modified by styrene-butadiene rubber latex. The modified bitumen can have excellent low-temperature cracking resistance, but rutting resistance at high temperature still remains poor. In the current work, for the first time, a stable poly(styrene-b-isoprene-b-styrene) (SIS) triblock copolymer latex is synthesized by reversible addition-fragmentation transfer (RAFT) emulsion polymerization. Based on this, a simple heterocoagulation process is developed to prepare the bitumen emulsions modified by SIS. The heterocoagulation results in hybrid particles of SIS shell and bitumen core. With addition of 5 wt % SIS, a continuous polymer-rich phase could be formed in the modified bitumen once the modified emulsion was broken down. The bitumen modified by 5 wt % SIS shows a significant increase in complex modulus at high temperature and a significant decrease in loss tangent, suggesting excellent resistance to rutting at high temperature, which is consistent with the significant increase in softening point from 41 8C for the base bitumen up to 64 8C. Meanwhile, the ductility at 5 8C of the modified bitumen is also dramatically increased from 1.4 cm for the base bitumen to 40 cm, indicating the low-temperature cracking resistance should also be much enhanced.

show abstract

Section: Introductionmentioning

confidence: 99%