简介:EvaluationofhightemperatureperformanceofSBS-modifiedasphaltmixturewaspresented.Bothwheelloadedmethodandcreepmethodwereadoptedfortwodifferentmixturesandtwokindsofspecimenswithdifferentheight,andcorrespondingindicatorsweremeasured.Meanwhile,thecorrelationbetweentheseindicatorswasthoroughlyanalyzedandtwokindsofmixtureswerecompared.TheexperimentalresultsshowthatthereisagoodlinearrelationshipbetweenLWTindicatorsandCTindicatorsforM-13,whilearelativelypoorrelationshipforM-25,especiallythatbetweendynamicstiffnessandstaticstiffnessandthatbetweendynamicstabilityandstaticcreepstiffness.Besides,logarithmicrelationshipbetweenDSandRDhasahigherdeterminationcoefficientthanthatforlinearrelationship.Thus,multi-indexevaluationshouldbetakenforsyntheticallyassessinghightemperatureperformanceofasphaltmixture.
简介:TheagingmechanismofSBSmodifiedasphaltduringitsagingprocesswasstudied.Thecharacterizationsofbaseasphalt,SBSpolymeranditsmodifiedasphaltweredeterminedindifferentagingtimebyFouriertransforminfraredspectrum(FTIR).FTIRshowsthatoxidativedehydrogenationreactionoccursinasphalt,andunsaturatedcarbonbondisgeneratedundershort-termthermalagingcondition.Additionally,SBSpolymerwasagedsignificantlyunderthatcondition,thespeedofwhichwasfasterthanthatofbaseasphalt.TheaginglawsofbothasphaltandSBSpolymerduringtheagingprocessofSBSmodifiedasphaltweresimilartotheiraginglawsrespectively.DuetotheprotectiveeffectbetweenasphaltandSBSpolymer,theagingdegreesofasphaltandSBSpolymerwerelowerthanthoseagedindependently.