Properties of stone mastic asphalt incorporating nano titanium as binder’s modifier

• Autorzy: Zali Nur Syafiqah Shamimi Mohd , Masri Khairil Azman , Jaya Ramadhansyah Putra , Abdullah Mohd Mustafa Al Bakri , Hasan Muzamir , Hasan Mohd Rosli Mohd , Jeż Bartłomiej , Nabiałek Marcin , Sroka Marek , Pietrusiewicz Paweł

Identyfikatory

DOI

10.24425/ace.2022.140192

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

stone mastic asphalt; nanotitanium; binder draindown; moisture susceptibility; modifier

PL

asfalt; mastyks asfaltowy; nanotytan; drenaż spoiwa; podatność na wilgoć; modyfikator

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2022
• Tom: Vol. 68, nr 1
• Strony: 653--666
• Opis fizyczny: Bibliogr. 33 poz., il., tab.

Twórcy

autor

Zali Nur Syafiqah Shamimi Mohd

• Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, Gambang, Malaysia

• https://orcid.org/0000-0002-3599-037X

autor

Masri Khairil Azman

• Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, Gambang, Malaysia

• https://orcid.org/0000-0003-0046-8669

autor

Jaya Ramadhansyah Putra

• Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, Gambang, Malaysia

• https://orcid.org/0000-0002-5255-9856

autor

Abdullah Mohd Mustafa Al Bakri

• Faculty of Chemical Engineering Technology, Universiti Malaysia Perlis, Arau, Malaysia

• https://orcid.org/0000-0002-9779-8586

autor

Hasan Muzamir

• Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, Gambang, Malaysia

• https://orcid.org/0000-0002-2700-236X

autor

Hasan Mohd Rosli Mohd

• School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, Malaysia

• https://orcid.org/0000-0001-6922-4158

autor

Jeż Bartłomiej

• Department of Physics, Faculty of Production Engineering and Materials Technology, Czestochowa University of Technology, Częstochowa, Poland

• https://orcid.org/0000-0002-7918-5946

autor

Nabiałek Marcin

• Department of Physics, Faculty of Production Engineering and Materials Technology, Czestochowa University of Technology, Częstochowa, Poland

• https://orcid.org/0000-0001-6585-3918

autor

Sroka Marek

• Division of Materials Processing Technology and Computer Techniques in Materials Science, Silesian University of Technology, Poland

• https://orcid.org/0000-0002-8711-5534

autor

Pietrusiewicz Paweł

• Department of Physics, Faculty of Production Engineering and Materials Technology, Czestochowa University of Technology, Częstochowa, Poland

• https://orcid.org/0000-0001-8336-5213

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).