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contributor authorJiusu Li
contributor authorWenke Jia
contributor authorWen Yuan
date accessioned2017-05-08T21:38:34Z
date available2017-05-08T21:38:34Z
date copyrightAugust 2014
date issued2014
identifier other%28asce%29cf%2E1943-5509%2E0000521.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58112
description abstractLow-density polyethylene (PE) was grafted with maleic anhydride (MAH) in solution, which was proved by the infrared (IR) spectrum test result. The grafting ratio peaked at 3.3% as the grafting temperature maintained at 90°C. Compared with the PE-modified asphalt, approximately a 5°C increase of the softening point of the PE-MAH–modified asphalt was observed. Once the dosage of the PE-MAH was higher than 3%, the penetration index of the PE-MAH–modified asphalt was considerably enhanced, whereas its equivalent breaking point was declined radically. In addition, the elastic recovery test supports that the PE-MAH–modified asphalt exhibits a superior capacity of recovering deformation than PE-modified asphalt. The performance grade (PG) test results show that PE-MAH–modified asphalt is preferable to PE-modified asphalt both at high temperature and low temperature. The rutting test results of AC-13 verify that PE grafted with MAH contributes to the higher temperature stability and the lower displacement.
publisherAmerican Society of Civil Engineers
titleEffect of Polyethylene Grafted with Maleic Anhydride on Asphalt Properties
typeJournal Paper
journal volume28
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000516
treeJournal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 004
contenttypeFulltext


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