@ARTICLE{Zali_Nur_Syafiqah_Shamimi_Mohd_Properties_2022, author={Zali, Nur Syafiqah Shamimi Mohd and Masri, Khairil Azman and Jaya, Ramadhansyah Putra and Al Bakri Abdullah, Mohd Mustafa and Hasan, Muzamir and Hasan, Mohd Rosli Mohd and Jeż, Bartłomiej and Nabiałek, Marcin and Sroka, Marek and Pietrusiewicz, Paweł}, volume={vol. 68}, number={No 1}, journal={Archives of Civil Engineering}, pages={653-666}, howpublished={online}, year={2022}, publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES}, abstract={Stone mastic asphalt is a gap-graded mix and is usually related to its high bitumen content and its skeleton-like constitution. Although famous for its durability, high resistance to fatigue and rutting, issues such as bleeding and premature aging do occur in the mix since it has a high bitumen content and voids due to its gap-graded structure. In order to encounter these problems from affecting the mix, some instances such as adding additives, rejuvenators and stabilizers into the mixture has been implemented. Nowadays, nano materials are being used in the asphalt mixtures and nano titanium is being introduced as a modifier to the asphalt binder in order to improve the mechanical properties of the stone mastic asphalt mix. The related tests done in order to access the improvement are resilient modulus, dynamic creep, moisture susceptibility and binder drain down. The content of nano titanium used in this research are 1%, 2%, 3%, 4% and 5%. This study is done to assess the mechanical performance of stone mastic asphalt with nano titanium modified binder.}, type={Article}, title={Properties of stone mastic asphalt incorporating nano titanium as binder's modifier}, URL={http://journals.pan.pl/Content/122763/PDF-MASTER/art39.pdf}, doi={10.24425/ace.2022.140192}, keywords={stone mastic asphalt, nano titanium, binder draindown, moisture susceptibility}, }