بررسی رفتار شیارشدگی قیرهای اصلاح‌شده با پلی‌اتیلن سنگین و گیلسونایت در دماهای بالا

در ﺳﺎلﻫﺎی اﺧﯿﺮ، ﺑﻪ ﻣﻨﻈﻮر ﺑﻬﺒﻮد ﺧﻮاص ﻋﻤﻠﮑﺮدی ﻗﯿﺮﻫﺎی ﺧﺎﻟﺺ، ﭘﮋوﻫﺸﮕﺮان ﺑﻪ ﺳﻮی اﺻﻼح ﻗﯿﺮ ﺑﺎ اﺳﺘﻔﺎده از ﻣﻮاد ﻣﺨﺘﻠﻔﯽ از ﺟﻤﻠﻪ ﻣﻮاد ﺷﯿﻤﯿﺎﯾﯽ، ﭘﻠﯿﻤﺮی و ﻧﺎﻧﻮﻣﻮاد روی آوردهاﻧﺪ. ﺷﯿﺎرﺷﺪﮔﯽ ﯾﮑﯽ از ﻣﻬﻢﺗﺮﯾﻦ و راﯾﺞﺗﺮﯾﻦ ﺧﺮاﺑﯽﻫﺎﯾﯽ اﺳﺖ ﮐﻪ در روﺳﺎزی آﺳﻔﺎﻟﺘﯽ اﯾﺠﺎد ﻣﯽﺷﻮد. ﺑﺮای ﺑﺮرﺳﯽ آزﻣﺎﯾﺸﮕﺎﻫﯽ ﺗﺄﺛﯿﺮ ﻣﻮاد اﻓﺰودﻧﯽ ﺑﺮ ﺧﺮاﺑﯽ ﺷﯿﺎرﺷﺪﮔﯽ، در ﭘﮋوﻫﺶ ﺣﺎﺿﺮ از دو ﻧﻮع اﺻﻼحﮐﻨﻨﺪه ﺷﺎﻣﻞ ﮔﯿﻠﺴﻮﻧﺎﯾﺖ )ﻗﯿﺮ ﻃﺒﯿﻌﯽ ﻣﻌﺪﻧﯽ( و ﭘﻠﯽاﺗﯿﻠﻦ ﺳﻨﮕﯿﻦ اﺳﺘﻔﺎده ﺷﺪه اﺳﺖ. ﺑﻪ ﻫﻤﯿﻦ ﻣﻨﻈﻮر، ﻗﯿﺮ ﺧﺎﻟﺺ 85/100 ﻣﺼﺮﻓﯽ، ﺑﺎ ﺳﻪ ﻣﻘﺪار 8 ،4 و 12 درﺻﺪ وزﻧﯽ ﻗﯿﺮ ﺑﺎ ﮔﯿﻠﺴﻮﻧﺎﯾﺖ و ﺳﻪ ﻣﻘﺪار 4 ،2 و 6 درﺻﺪ وزﻧﯽ ﻗﯿﺮ ﺑﺎ ﭘﻠﯽاﺗﯿﻠﻦ ﺳﻨﮕﯿﻦ، و ﺑﺎ ﻣﺨﻠﻮطﮐﻦ ﺑﺮش ﺑﺎﻻ اﺧﺘﻼط ﭘﯿﺪا ﮐﺮده اﺳﺖ. ﺑﺎ اﻧﺠﺎم آزﻣﺎﯾﺶ ﺑﺮش دﯾﻨﺎﻣﯿﮏ در 4 دﻣﺎی 70 ،64 ،58 و 76 درﺟﻪ ﺳﻠﺴﯿﻮس، اﺛﺮ ﻣﻮاد اﻓﺰودﻧﯽ روی ﺷﯿﺎرﺷﺪﮔﯽ ﺑﺮرﺳﯽ ﺷﺪه اﺳﺖ. ﺑﺮ اﺳﺎس ﻧﺘﺎﯾﺞ آزﻣﺎﯾﺶ رﺋﻮﻣﺘﺮ ﺑﺮش دﯾﻨﺎﻣﯿﮏ، ﻣﯽﺗﻮان ﮔﻔﺖ ﮐﻪ ﭘﯿﺮﺷﺪﮔﯽ ﮐﻮﺗﺎهﻣﺪت ﻗﯿﺮ اﺻﻼحﺷﺪه، اﺛﺮ ﻣﻌﻨﯽداری ﺑﺮ ﻣﯿﺰان ﺷﯿﺎرﺷﺪﮔﯽ ﺑﺮاﺳﺎس ﭘﺎراﻣﺘﺮ g*/sinδ دارد. ﻧﺘﺎﯾﺞ ﻧﺸﺎن ﻣﯽدﻫﺪ ﮐﻪ ﮐﻤﺘﺮﯾﻦ ﻣﻘﺪار ﺷﯿﺎرﺷﺪﮔﯽ ﻗﯿﺮ در دﻣﺎﻫﺎی 64 ،58، 70 و 76 درﺟﻪ ﺳﻠﺴﯿﻮس در ﺷﺮاﯾﻂ ﻗﺒﻞ از ﭘﯿﺮﺷﺪﮔﯽ ﻣﺮﺑﻮط ﺑﻪ ﻗﯿﺮ اﺻﻼحﺷﺪه ﺑﺎ 4 درﺻﺪ ﭘﻠﯽاﺗﯿﻠﻦ اﺳﺖ. اﻣﺎ در ﻣﯿﺎن ﻧﻤﻮﻧﻪﻫﺎی ﭘﯿﺮﺷﺪه، ﻧﻤﻮﻧﻪ ﻗﯿﺮ ﺣﺎوی 6 درﺻﺪ ﭘﻠﯽاﺗﯿﻠﻦ ﺳﻨﮕﯿﻦ، رﻓﺘﺎر ﺷﯿﺎرﺷﺪﮔﯽ ﺑﻬﺘﺮی از ﺧﻮد ﻧﺸﺎن داده اﺳﺖ. رﻓﺘﺎر ﺷﯿﺎرﺷﺪﮔﯽ ﻗﯿﺮﻫﺎی اﺻﻼحﺷﺪه ﺑﺎ ﮔﯿﻠﺴﻮﻧﺎﯾﺖ ﻧﯿﺰ ﻧﺸﺎﻧﮕﺮ آن اﺳﺖ ﮐﻪ ﺑﺎ اﻓﺰاﯾﺶ درﺻﺪ ﮔﯿﻠﺴﻮﻧﺎﯾﺖ ﺗﺎ 12 درﺻﺪ، ﻧﺮخ ﻣﻘﺎوﻣﺖ ﺷﯿﺎرﺷﺪﮔﯽ ﻗﯿﺮ ﻧﯿﺰ روﻧﺪی اﻓﺰاﯾﺸﯽ داﺷﺘﻪ اﺳﺖ و اﺛﺮﺑﺨﺸﯽ آن در ﻧﻤﻮﻧﻪﻫﺎی ﭘﯿﺮﺷﺪه ﻗﺎﺑﻞﺗﻮﺟﻪﺗﺮ اﺳﺖ.

investigating the rutting behavior of asphalt binders modified with high-dense polyethylene and gilsonite at high temperatures

in recent years, in order to improve the functional properties of asphalt binder, researchers have turned to modify asphalt binder using various materials such as chemicals, polymers, and nanomaterials. rutting is one of the most important and common failures that occur in asphalt pavement. in order to investigate the effect of additives on rutting failure, two types of modifiers including gilsonite (natural mineral bitumen) and high dense polyethylene (hdpe) have been used in this study. for this purpose, pure bitumen 85/100, with three amounts of 4, 8, and 12 percent by weight of bitumen with gilsonite and three amounts of 2, 4, and 6 percent by weight of bitumen with hdpe, has been mixed by a high shear mixer. by conducting a dynamic shear rheometer (dsr) test at 4 temperatures of 58, 64, 70 and 76 degrees celsius, the effect of additives on asphalt rutting behavior has been investigated. based on the dsr test results, it can be said that the short-term aging of modified asphalt binder has a significant effect on the amount of rutting based on the g*/sinδ parameter. results show that the lowest amount of rutting parameter (g*/sinδ) at temperatures of 58, 64, 70 and 76 degrees celsius in pre-aging conditions is related to asphalt binder modified with 4% hdpe. but, among the aged samples, the asphalt binder sample containing 6% hdpe had better rutting behavior. the rutting behavior of asphalt binder modified with gilsonite also shows that with the increase of gilsonite percentage up to 12%, the rutting resistance rate of bitumen has also increased and its effectiveness is more significant in aged samples.