Characterisation of polymer-modified asphalt binders using the dynamic shear rheometer

Bitumen is a viscoelastic substance, and it is widely acknowledged that its mechanical behaviour is influenced by both loading time and temperature. The performance of asphalt mixtures is significantly affected by the behaviour of bitumen, which in turn impacts the service life of flexible pavements. The dynamic shear rheometer is a commonly used tool for assessing the physical and rheological properties of both unmodified and modified asphalt binder (PMB). In this investigation, three binders were chosen: 40/60 penetration unmodified bitumen, a hard styrene butadiene styrene (SBS) polymer-modified binder, and a softer SBS polymer-modified binder. These binders were analysed using penetration, softening point, and dynamic shear rheometer frequency sweep tests. The dynamic shear rheometer data revealed that the complex modulus master curves highlighted the stiffening effect of SBS polymer modifiers, which became more evident at low frequencies and high temperatures. Regarding the phase angle master curves, the results indicated that both PMBs experienced a notable reduction in phase angle at low frequencies and high temperatures, resulting in a significant improvement in the elasticity of the bitumen. Finally, the black diagram results suggested that both PMBs, which contained SBS modifiers, displayed a plateau region where the phase angle remained constant and shifted towards lower values.

Authors

Institutions

Publication Details

Journal
Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXDHN
Published
2025-03-25
DOI
https://doi.org/10.31814/stce.huce2025-19(1)-01
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Characterisation of polymer-modified asphalt binders using the dynamic shear rheometer

Nguyen Van Bich
Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXDHN
Asphalt Pavement Performance Evaluation
article

Characterisation of polymer-modified asphalt binders using the dynamic shear rheometer

Nguyen Van Bich
article en

Abstract

Bitumen is a viscoelastic substance, and it is widely acknowledged that its mechanical behaviour is influenced by both loading time and temperature. The performance of asphalt mixtures is significantly affected by the behaviour of bitumen, which in turn impacts the service life of flexible pavements. The dynamic shear rheometer is a commonly used tool for assessing the physical and rheological properties of both unmodified and modified asphalt binder (PMB). In this investigation, three binders were chosen: 40/60 penetration unmodified bitumen, a hard styrene butadiene styrene (SBS) polymer-modified binder, and a softer SBS polymer-modified binder. These binders were analysed using penetration, softening point, and dynamic shear rheometer frequency sweep tests. The dynamic shear rheometer data revealed that the complex modulus master curves highlighted the stiffening effect of SBS polymer modifiers, which became more evident at low frequencies and high temperatures. Regarding the phase angle master curves, the results indicated that both PMBs experienced a notable reduction in phase angle at low frequencies and high temperatures, resulting in a significant improvement in the elasticity of the bitumen. Finally, the black diagram results suggested that both PMBs, which contained SBS modifiers, displayed a plateau region where the phase angle remained constant and shifted towards lower values.

Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXDHNVol. 19(1)
Hanoi University of Civil Engineering (VN)
Openalex Percentile: Top 86%
Asphalt Pavement Performance Evaluation
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.