Rheological Properties of Hot and Warm Asphalt Binder Modified with Nanosilica
The impact of base and zycotherm binders modified with various proportions of nanosilica (i.e., 2 %, 4 %, and 6 %) based on the weight of the binder at high-temperature performance was investigated. Brookfield viscosity, penetration, softening point, and storage stability tests were all conducted on...
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Kaunas University of Technology
2022-12-01
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Series: | Medžiagotyra |
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Online Access: | https://matsc.ktu.lt/index.php/MatSc/article/view/30170 |
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author | Dania ALOTHMAN Hüseyin GÖKÇEKUŞ Shaban Ismael ALBRKA ALI |
author_facet | Dania ALOTHMAN Hüseyin GÖKÇEKUŞ Shaban Ismael ALBRKA ALI |
author_sort | Dania ALOTHMAN |
collection | DOAJ |
description | The impact of base and zycotherm binders modified with various proportions of nanosilica (i.e., 2 %, 4 %, and 6 %) based on the weight of the binder at high-temperature performance was investigated. Brookfield viscosity, penetration, softening point, and storage stability tests were all conducted on base and modified binders. Moreover, the Superpave rutting parameter (G*/sin δ) and Multiple stress creep recovery (MSCR) were utilized to assess the resistance of binders to rutting. By observing the outcomes of the modified binder tests, the incorporation of nanosilica into the base and zycotherm binders improved temperature susceptibility. Binders modified with nanosilica showed remarkable storage stability at elevated temperatures, as the variation in softening point between the upper and bottom parts was less than 2.5 °C for all binders. Based on the outcomes of the Superpave rutting parameter, the inclusion of nanosilica enhanced the stiffness of the modified binders up to 130 % for 6 % of nanosilica, while the improvement was caused by 6 % of nanosilica with zycotherm was nearly 92 % at 70 °C. The MSCR test revealed that the base and zycotherm binders' recovery (R%) was 27.72 % and 25.99 % for 6 % of nanosilica and 6 % nanosilica with zycotherm, respectively, while the nonrecoverable creep compliance (Jnr) decreased by 56.87 % for 6 % of nanosilica, and 43.23 % for 6 % nanosilica with zycotherm at 100 MPa. The results show that the incorporation of nanosilica is capable of improving the rutting potential regardless of the levels of stress. The rheological characteristics of modified base and zycotherm binders were improved at all concentrations of nanosilica, with the optimal concentration being 6% nanosilica. |
first_indexed | 2024-04-10T15:28:54Z |
format | Article |
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issn | 1392-1320 2029-7289 |
language | English |
last_indexed | 2024-04-10T15:28:54Z |
publishDate | 2022-12-01 |
publisher | Kaunas University of Technology |
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series | Medžiagotyra |
spelling | doaj.art-3b959591be31465b8078dc0ea0439be72023-02-14T04:13:40ZengKaunas University of TechnologyMedžiagotyra1392-13202029-72892022-12-0128449650510.5755/j02.ms.3017035424Rheological Properties of Hot and Warm Asphalt Binder Modified with NanosilicaDania ALOTHMAN0https://orcid.org/0000-0003-4009-4489Hüseyin GÖKÇEKUŞ1https://orcid.org/0000-0001-5793-4937Shaban Ismael ALBRKA ALI2https://orcid.org/0000-0003-1938-9127Near East UniversityNear East UniversityNear East UniversityThe impact of base and zycotherm binders modified with various proportions of nanosilica (i.e., 2 %, 4 %, and 6 %) based on the weight of the binder at high-temperature performance was investigated. Brookfield viscosity, penetration, softening point, and storage stability tests were all conducted on base and modified binders. Moreover, the Superpave rutting parameter (G*/sin δ) and Multiple stress creep recovery (MSCR) were utilized to assess the resistance of binders to rutting. By observing the outcomes of the modified binder tests, the incorporation of nanosilica into the base and zycotherm binders improved temperature susceptibility. Binders modified with nanosilica showed remarkable storage stability at elevated temperatures, as the variation in softening point between the upper and bottom parts was less than 2.5 °C for all binders. Based on the outcomes of the Superpave rutting parameter, the inclusion of nanosilica enhanced the stiffness of the modified binders up to 130 % for 6 % of nanosilica, while the improvement was caused by 6 % of nanosilica with zycotherm was nearly 92 % at 70 °C. The MSCR test revealed that the base and zycotherm binders' recovery (R%) was 27.72 % and 25.99 % for 6 % of nanosilica and 6 % nanosilica with zycotherm, respectively, while the nonrecoverable creep compliance (Jnr) decreased by 56.87 % for 6 % of nanosilica, and 43.23 % for 6 % nanosilica with zycotherm at 100 MPa. The results show that the incorporation of nanosilica is capable of improving the rutting potential regardless of the levels of stress. The rheological characteristics of modified base and zycotherm binders were improved at all concentrations of nanosilica, with the optimal concentration being 6% nanosilica.https://matsc.ktu.lt/index.php/MatSc/article/view/30170mscrnanosilicarheological behaviorsuperpave rutting parameterzycotherm |
spellingShingle | Dania ALOTHMAN Hüseyin GÖKÇEKUŞ Shaban Ismael ALBRKA ALI Rheological Properties of Hot and Warm Asphalt Binder Modified with Nanosilica Medžiagotyra mscr nanosilica rheological behavior superpave rutting parameter zycotherm |
title | Rheological Properties of Hot and Warm Asphalt Binder Modified with Nanosilica |
title_full | Rheological Properties of Hot and Warm Asphalt Binder Modified with Nanosilica |
title_fullStr | Rheological Properties of Hot and Warm Asphalt Binder Modified with Nanosilica |
title_full_unstemmed | Rheological Properties of Hot and Warm Asphalt Binder Modified with Nanosilica |
title_short | Rheological Properties of Hot and Warm Asphalt Binder Modified with Nanosilica |
title_sort | rheological properties of hot and warm asphalt binder modified with nanosilica |
topic | mscr nanosilica rheological behavior superpave rutting parameter zycotherm |
url | https://matsc.ktu.lt/index.php/MatSc/article/view/30170 |
work_keys_str_mv | AT daniaalothman rheologicalpropertiesofhotandwarmasphaltbindermodifiedwithnanosilica AT huseyingokcekus rheologicalpropertiesofhotandwarmasphaltbindermodifiedwithnanosilica AT shabanismaelalbrkaali rheologicalpropertiesofhotandwarmasphaltbindermodifiedwithnanosilica |