Modeling the fatigue behaviors of glasphalt mixtures

摘要: Abstract Phenomena related to the fatigue behavior of pavements are among most important concerns confronting pavement designers. Damage caused by requires large amounts money be budgeted for maintenance and rehabilitation highway airport pavements, this expenditure motivates research into methods reduce damage. One these proposed solutions is inclusion waste materials in material used construction increase its strength against dynamic loading. Many models have been developed predicting behaviour asphalt concrete but none exist mixtures modified addition materials. This paper presents first model glass-asphalt (glasphalt) mixtures, which able describe glasphalt under The then compared with a number previously suggested Hot Mix Asphalt (HMA). Glasphalt shown longer life than HMA.