Laboratory performance of early cured asphalt emulsion treated base for cold regions

dc.contributor.authorBarbod, Bahador
dc.contributor.examiningcommitteeBassuoni, Mohamed (Civil Engineering) Birouk, Madjid (Mechanical Engineering)en_US
dc.contributor.supervisorShalaby, Ahmed (Civil Engineering)en_US
dc.date.accessioned2015-09-12T18:45:18Z
dc.date.available2015-09-12T18:45:18Z
dc.date.issued2014en_US
dc.degree.disciplineCivil Engineeringen_US
dc.degree.levelMaster of Science (M.Sc.)en_US
dc.description.abstractAsphalt emulsions as an alternative for stabilizing base layers can be cost effective especially in cold regions where supplying hot mix is not economical. However, at low temperatures, Emulsion Aggregate Mixtures (EAM) show low strength at early ages and require a longer curing time for asphalt emulsions to break. In this study, a proposed dense-graded gravel base was treated with SS-1 emulsion. In order to evaluate early curing, one set of samples was cured at 5◦C and another at 24◦C. In addition, another set of samples was fully cured at 49◦C. Dynamic resilient modulus and permanent deformation tests were performed, and the durability of EAM was assessed through 10 freeze-thaw cycles. Furthermore, low-volume roads were designed with fully and partially cured EAMs. The achieved results from resistance tests, durability assessment and low volume road design identified that EAMs can be more appropriate for cold regions and that early low-strength can be compensated by aging asphalt binder.en_US
dc.description.noteOctober 2015en_US
dc.identifier.urihttp://hdl.handle.net/1993/30771
dc.language.isoengen_US
dc.publisherTransportation association of Canada (TAC)en_US
dc.rightsopen accessen_US
dc.subjectAsphalt emulsionen_US
dc.subjectTreated baseen_US
dc.subjectCold regionen_US
dc.titleLaboratory performance of early cured asphalt emulsion treated base for cold regionsen_US
dc.typemaster thesisen_US
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