On the enhanced properties of composite asphalt via adding surface modified calcium sulfate whisker-SBR
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On the enhanced properties of composite asphalt via adding surface modified calcium sulfate whisker-SBR
On the enhanced properties of composite asphalt via adding surface modified calcium sulfate whisker-SBR
中国化学工程学报(英文版)2024年76卷第12期 页码:187-200
Affiliations:
1. School of Chemistry and Chemical Engineering, University of Jinan,Jinan,China,250022
2. Department of Chemical and Biomolecular Engineering, National University of Singapore,Singapore,119260
Author bio:
Funds:
DOI:
中图分类号:
纸质出版:2024
Accepted:
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Aoqi Cui, Emmerson Hondo, Nur Fatihah Tajul Arifin, 等. On the enhanced properties of composite asphalt via adding surface modified calcium sulfate whisker-SBR[J]. 中国化学工程学报(英文版), 2024,76(12):187-200.
Aoqi Cui, Emmerson Hondo, Nur Fatihah Tajul Arifin, 等. On the enhanced properties of composite asphalt via adding surface modified calcium sulfate whisker-SBR[J]. 中国化学工程学报(英文版), 2024,76(12):187-200.DOI:
With the aim of improving the durability and safety
erosion time
and cost-effective of asphalt road
a composite of modified calcium sulfate whisker-styrene butadiene rubber modified asphalt (MCSW-SBRMA) was prepared
via
thermal doping. Firstly
stearic acid and titanate coupling agent (NDZ-201) were used as a modifier to transform calcium sulfate whisker (CSW) into MCSW
via
wet modification method at 60 ℃ and anhydrous ethanol as a dispersant. What is more
the optimum loading of modifier (a mixture of 25% stearic acid + 75% NDZ-201) was found to be at 2% to prepare MCSW. Subsequently
a composite of MCSW-SBRMA was prepared with different loading of MCSW (
i.e
. 2% to 8%) to enhance the softening point of asphalt. In this study
it was found that 4% of modifiers was the best composition to improve the MCSW-SBRMA properties as elucidated in the orthogonal experiment table L
16
(42). The effects of MCSW and SBR addition on several properties of asphalt were studied by multiple routine tests including penetration
segregation test
and so on. The results show that: 2% to 8% MCSW can increase the softening point of SBR modified asphalt (SBRMA) by 7% to 8%. 4% MCSW increased the PG of SBRMA from 64 to 70
which greatly improved the high temperature characteristics of asphalt. The 5 ℃ ductility of MCSW-SBRMA is greater than 100 cm
which greatly improves the low temperature performance of asphalt. Through the application of fluorescence microscopy
(FM)
Fourier transform infrared spectroscopy (FTIR)
Scanning electron microscopy (SEM)
and energy dispersive spectroscopy (SEM-EDS)
it has been demonstrated that MCSW-SBR effectively alters asphalt in a highly uniform manner
with some MCSW still retaining large cross sections
thereby facilitating the dispersion of shear stress and enhancing the durability of asphalt.
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Dai-Viet N. Vo
Anh-Tam Nguyen
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R. S. R. Mohd Zaki
B. A. Abdulkadir
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Center of Excellence for Green Energy and Environmental Nanomaterials (CE@GrEEN), Nguyen Tat Thanh University, 300A Nguyen Tat Thanh, District 4, Ho Chi Minh City 755414, Viet Nam
Faculty of Chemical & Process Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, Lebuh Persiaran Tun Khalil Yaakob, Gambang
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Jiangsu National Synergetic Innovation Center for Advanced Materials (SICAM), Nanjing Tech University