Experimental Study on the Performance Decay of Permeable Asphalt Mixture in Seasonally Frozen Regions under Freeze-Thaw Cycles

Chai, Chao; Cheng, Yongchun; Zhang, Yuwei; Chen, Yu; Zhu, Bing

doi:10.3390/su12072966

Cited by 10 publications

(8 citation statements)

References 25 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Regarding discontinuous surfaces in polar zones, certain interlocking paving systems have been shown to tolerate snow plowing equipment [62]. These temperaturedynamic climates favor pavements with low air void percentages, which tend to offer more tensile and compression strength [67]. While many published results are encouraging, the field needs generalized durability models with demonstrated accuracy across stress factors, climates, and amounts of recycled (and other eco-friendly) materials.…”

Section: Durability In Operating Environmentmentioning

confidence: 99%

Advancing Pervious Pavements through Nomenclature, Standards, and Holistic Green Design

Sprouse¹,

Hoover²,

Obritsch³

et al. 2021

Prime Archives in Sustainability

View full text Add to dashboard Cite

The authors collaboratively conceptualized the research effort and worked together on the investigation and methodology. C. H. initially drafted the Prime Archives in Sustainability 2 www.videleaf.com manufacturing and pollutant sequestration results, O. O. initially drafted the green design perspective results, and H. T. initially drafted the terminology and standards results. C. E. S. III provided resources, administration, review, editing, and revisions. All authors have read and agreed to the published version of the manuscript.

show abstract

Section: Durability In Operating Environmentmentioning

confidence: 99%

Advancing Pervious Pavements through Nomenclature, Standards, and Holistic Green Design

Sprouse¹,

Hoover²,

Obritsch³

et al. 2021

Prime Archives in Sustainability

View full text Add to dashboard Cite

show abstract

“…The holistic vision for infiltration rate is to broadly realize positive impacts on the ecosystem and stormwater network. Research by Newman et al confirmed that high-biodiversity can be present in and under pervious pavement systems [67], yet future refinements such as jump-starting the microbiological development in pervious pavements after installation are needed, as well as creative uses (and management) of sub-base water reservoiring. With flourishing microorganisms, organic materials clogging passageways are decomposed, sequestered oils are broken down, plants and soil-dwelling organisms are fed, and beauty and bounty proceed up the food chain.…”

Section: Initial Hydraulic Performancementioning

confidence: 99%

Advancing Pervious Pavements through Nomenclature, Standards, and Holistic Green Design

et al. 2020

View full text Add to dashboard Cite

Researchers developing pervious pavements over the past few decades have commendably demonstrated long-term run-off reduction using a diverse collection of materials. Today, pervious pavements are widely recognized as a low impact development technique and a type of green infrastructure, and installations are proliferating throughout the United States and worldwide. The entire field of pervious pavements though, is being profoundly stunted by three persistent problems: conflicting nomenclature, flawed testing standards, and the absence of a holistic green design framework. This study examines each problem and proposes novel solutions. On nomenclature, a multi-channeled study of the terms “pervious”, “permeable”, and “porous” considers each word’s etymology and usage in the academic literature, in ASTM International standards, and by (U.S.-based) governmental entities. Support is found for using pervious pavements (i.e., “through” the “road”) as the over-arching category of all water passable pavements, branching down into porous pavements (i.e., “full of pores”, including porous asphalt and porous concrete) and permeable pavements (i.e., “containing passages”, often between paver units). ASTM International standards are shown to insufficiently account for the impact of paver unit size on infiltration rate, warranting the development of a more reliable testing method featuring variable infiltration ring size, shape, and placement. Finally, a ten-part holistic green design framework is elucidated for use in assessing candidate pavements and engineering new pavements, contextualizing the latest pervious pavement research and illuminating a brighter path forward.

show abstract

“…To better apply asphalt mixtures to the northeast seasonal frozen regions, a series of studies have been carried out toward exploring the F-T destruction characteristics of asphalt mixtures [ 29 , 30 , 31 , 32 ]. In addition, many scholars conducted various experiments of asphalt mixtures under varying F-T actions to explore the damage evolution [ 33 , 34 , 35 ]. Tarefder et al [ 36 ] analyzed the influences of F-T action on the fatigue and rheometer of asphalt mixtures using several experimental methods.…”

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

Experimental Study on the Performance Decay of Permeable Asphalt Mixture in Seasonally Frozen Regions under Freeze-Thaw Cycles

Cited by 10 publications

References 25 publications

Advancing Pervious Pavements through Nomenclature, Standards, and Holistic Green Design

Advancing Pervious Pavements through Nomenclature, Standards, and Holistic Green Design

Advancing Pervious Pavements through Nomenclature, Standards, and Holistic Green Design

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

Contact Info

Product

Resources

About