Degradation of asphalt mixtures with glass aggregates subjected to freeze-thaw cycles

Lachance-Tremblay, Éric; Perraton, Daniel; Vaillancourt, Michel; Benedetto, Hervé Di

doi:10.1016/j.coldregions.2017.05.003

Cited by 32 publications

(11 citation statements)

References 19 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Obviously, the completion of freeze‐thaw cycles (FTC) for an asphalt mixture partially saturated with water can lead to greater degradation. The combined effect of water and FTC on the mechanical properties of HMA (stiffness and/or fatigue effects) is discussed in several studies …”

Section: Literature Review Of Water Impact On the Properties Of The Amentioning

confidence: 99%

Fatigue behaviour of dry or partially saturated hot mix asphalt (HMA)

Lamothe

Perraton

Benedetto

2019

Fatigue Fract Eng Mat Struct

Self Cite

View full text Add to dashboard Cite

This paper analyses the water, the degree of saturation, and the void content effects on the fatigue behaviour of hot mix asphalt (HMA) samples mixed in the laboratory. Some results on stiffness are also given. Fatigue characterization was carried out through a uniaxial tension-compression (T-C) test performed in a controlled-strain mode, at 10°C and 10 Hz, on cylindrical samples. Our results show that the stiffness is not significantly affected by the water. This finding could be attributed to the short period of immersion of samples in water, low testing temperature, low void content of tested samples, and high viscosity of bitumen used. Furthermore, the fatigue resistance of HMA partially saturated with water (PSW) is lower than the one obtained for dry materials.

show abstract

Section: Literature Review Of Water Impact On the Properties Of The Amentioning

confidence: 99%

Fatigue behaviour of dry or partially saturated hot mix asphalt (HMA)

Lamothe

Perraton

Benedetto

2019

Fatigue Fract Eng Mat Struct

Self Cite

View full text Add to dashboard Cite

show abstract

“…Badeli et al [ 42 ] explored the influences of F-T actions on the fatigue cracking of asphalt mixtures considering seasonal ambient temperature variations. Eric et al [ 43 ] evaluated the moisture stability and performance degradation of asphalt mixtures subjected to F-T action and studied the viscoelastic behavior of asphalt mixtures.…”

Section: Introductionmentioning

confidence: 99%

Study on Viscoelastic Properties of Asphalt Mixtures Incorporating SBS Polymer and Basalt Fiber under Freeze–Thaw Cycles

et al. 2020

View full text Add to dashboard Cite

This study aims to study the viscoelastic properties of asphalt mixtures incorporating styrene–butadiene–styrene (SBS) polymer and basalt fiber under freeze–thaw (F-T) cycles by using the static creep test. Asphalt mixture samples incorporating styrene–butadiene–styrene (SBS) polymer and basalt fiber were manufactured following the Superpave gyratory compaction (SGC) method and coring as well as sawing. After 0 to 21 F-T cycles processing, a uniaxial compression static creep test for the asphalt mixture specimens was performed to evaluate the influence of F-T cycles. The results indicated that the F-T cycles caused a larger creep deformation in the asphalt mixtures, which led to a decrease in the rut resistance of the asphalt mixtures incorporating SBS polymer and basalt fiber. Besides, the resistance to deformation decreased significantly in the early stage of F-T cycles. On the other hand, the viscoelastic parameters were analyzed to discuss the variation of viscoelastic characteristics. The relaxation time increased with F-T cycles, which will not be conducive to internal stress dissipation. Compared with lignin fiber, basalt fiber can improve the resistance to high-temperature deformation and the low-temperature crack resistance of asphalt mixtures under F-T cycles.

show abstract

“…Badeli et al [ 42 ] explored the influences of F–T actions on the fatigue cracking of bituminous mixes considering seasonal ambient temperature variations. Eric et al [ 43 ] evaluated the moisture stability and performance degradation of bituminous mixes subjected to F–T action and studied the viscoelastic behavior of asphalt mixture.…”

Section: Introductionmentioning

confidence: 99%

Establishment of Complex Modulus Master Curves Based on Generalized Sigmoidal Model for Freeze–Thaw Resistance Evaluation of Basalt Fiber-Modified Asphalt Mixtures

et al. 2020

View full text Add to dashboard Cite

This study aims to study the freeze–thaw (F–T) resistance of asphalt mixture incorporating styrene–butadiene–styrene (SBS) polymer and basalt fiber by using the established complex master curves of the generalized Sigmoidal model. Asphalt mixture samples incorporating styrene–butadiene–styrene (SBS) polymer and basalt fiber were manufactured following the Superpave gyratory compaction (SGC) method and coring as well as sawing. After 0–21 F–T cycles processing, a complex modulus test asphalt mixture specimen was performed to evaluate the influence of the F–T cycle. Besides, according to the time–temperature superposition principle, the master curves of a complex modulus were constructed to reflect the dynamic mechanical response in an extended range of reduced frequency at an arbitrary temperature. The results indicated that the elastic and viscous portions of asphalt mixture incorporating SBS and basalt fiber have decreased overall. It could be observed from the dynamic modulus ratio that the dynamic modulus ratios of specimens were more affected by the F–T cycle at low frequency or high temperature. Thus, in the process of asphalt pavement design and maintenance, attention should be paid to seasonal frozen asphalt pavement under low frequency and high temperature.

show abstract

Degradation of asphalt mixtures with glass aggregates subjected to freeze-thaw cycles

Cited by 32 publications

References 19 publications

Fatigue behaviour of dry or partially saturated hot mix asphalt (HMA)

Fatigue behaviour of dry or partially saturated hot mix asphalt (HMA)

Study on Viscoelastic Properties of Asphalt Mixtures Incorporating SBS Polymer and Basalt Fiber under Freeze–Thaw Cycles

Establishment of Complex Modulus Master Curves Based on Generalized Sigmoidal Model for Freeze–Thaw Resistance Evaluation of Basalt Fiber-Modified Asphalt Mixtures

Contact Info

Product

Resources

About