Tyre–pavement interaction noise levels related to pavement surface characteristics

Sakhaeifar, Maryam S.; Banihashemrad, Amin; Liao, Gongyun; Waller, Brian

doi:10.1080/14680629.2017.1287770

Cited by 33 publications

(16 citation statements)

References 6 publications

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“…Mitigating anthropogenic noise can be complicated (Sakhaeifar et al, 2018;Van Renterghem et al, 2015 Future conservation of biodiversity is inextricably linked to human valuation of biodiversity (Dallimer et al, 2012). Improving human perception to accurately measure animal diversity has proven challenging (Dallimer et al, 2012), yet there is evidence that humans can readily recognize differences in plant richness and biodiversity (Fuller et al, 2007;Qiu et al, 2013).…”

Section: Discussionmentioning

confidence: 99%

Ecosystem services enhanced through soundscape management link people and wildlife

et al. 2020

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Section: Discussionmentioning

confidence: 99%

Ecosystem services enhanced through soundscape management link people and wildlife

et al. 2020

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“…Generally speaking, tire/road pump noise was generated in the frequency range of 1100–1600 Hz, whereas tire/road vibration noise was produced in the frequency range of 600–1000 Hz. Therefore, reducing NMAS could effectively reduce the noise [ 36 ]. There are two reasons: On one side, with the decrease of NMAS, the micro-connected pores formed in asphalt mixture increased.…”

Section: Resultsmentioning

confidence: 99%

Performance of Noise Reduction and Skid Resistance of Durable Granular Ultra-Thin Layer Asphalt Pavement

Han

Huang

2020

Materials

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In this paper, the ultra-thin layer (UTL) is defined as the dense framework structure mixture made of asphalt binder, fine aggregate with nominal maximum aggregate size (NMAS) not greater than 13.2 mm and possible additives (mineral or organic), thickness of 2–4 cm. The study aims to investigate comprehensive performance of UTL asphalt mixture. The method of impact freeze thaw split test and the index of impact freeze–thawing damage degree (IFTDD) are proposed to reflect the durability. The indoor tire-rolling-down test system and accelerated abrasion machine are used to simulate the tire-pavement interaction and test road noise and skid resistance, respectively. Though evaluating the influencing factors (pavement thickness, gradation, asphalt binder type, and the content of KS additive) on durability, the optimum parameters with excellent durability are recommended. Combined with the test of noise and skid resistance, the factors affecting the surface function are analyzed. Moreover, the prediction mathematical model of skid resistance and the long-term safety benefit value Eeff are put forward. Results indicate that pavement thickness is the most significant factor effecting on durability, and gradation is the most significant factor affecting noise. Compared with KS additive, gradation has a greater influence on skid resistance index of Texture Depth (TD), whereas, KS additive is the most significant factor affecting British Pendulum Number (BPN). Furthermore, with the addition of asphalt rubber (AR), IFTDD and noise are reduced by 29.17% and 1.6 dB, and BPN and TD increase by 0.7 and 0.03 mm, remarkably. Compared with different asphalt types, the noise of UTL asphalt rubber mixture with 13.2 mm NMAS (UTL13 AR) is the lowest. Additionally, when KS content increases by 0.6%, the noise increases by 3 dB. Furthermore, on the basis of the calculation results of Eeff, UTL13 AR mixture with 0.5% KS has the best long-term benefit of pavement safety and is recommended for field project.

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“…Road traffic noise is a widespread problem, especially in the densely populated cities of Europe. Exposure to high levels of (traffic) noise leads to health problems, such as stress, sleep disturbance and even heart diseases (Li, Wen, Feng, & Wei, 2016;Sakhaeifar, Banihashemrad, Liao, & Waller, 2017;Vuye, Bergiers, & Vanhooreweder, 2016). World Health Organization (WHO) estimated that disability-adjusted life-years lost from environmental noise are 61 000 years for ischaemic heart disease, 45 000 years for cognitive impairment of children, 903 000 years for sleep disturbance, 22 000 years for tinnitus and 587 000 years for annoyance in the European Union.…”

Section: Introductionmentioning

confidence: 99%

“…There are different sources of noise emissions in a vehicle such as an engine, transmission, cooling fan, exhaust, injection system, and tyrepavement interaction. Between these different sources of noise in a vehicle, tyre-pavement interaction noise has become an increasingly important issue in densely congested urban settings near busy highways (Ejsmont, Goubert, Ronowski, & Świeczko-Żurek, 2016;Sakhaeifar, Banihashemrad, Liao, & Waller, 2017). Road traffic noise is mostly dependent on driving speed.…”

Section: Introductionmentioning

confidence: 99%

Selection of Constituent Materials for Asphalt Mixtures of Noise-Reducing Asphalt Pavements

Vaitkus¹,

Šernas²,

Vorobjovas³

et al. 2019

BJRBE

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Road traffic noise is a widespread problem, especially in the densely populated cities of Europe. Exposure to high levels of (traffic) noise leads to health problems, such as stress, sleep disturbance and even heart diseases. Noise-reducing asphalt pavements are more frequently developed and selected as a first noise abatement solution. Performance of noise-reducing asphalt pavement depends on the composition and properties of asphalt mixture components, and pavement properties such as layer thickness, voids in pavement, texture. Design of asphalt mixture for the noise-reducing asphalt pavements is even more complicated for severe and cold climate regions where significant temperature fluctuations and many of frost-thaw cycles occur. Thus, the balance between mechanical and acoustical durability depends on the proper selection of asphalt mixture components. Components of these asphalt mixtures have primarily to be tested to determine their physical and mechanical properties. The main aim of this research is to evaluate properties of local aggregates, bituminous binders, and regarding test results, select the most suitable materials for the design of high-quality, durable asphalt mixture for noise-reducing asphalt pavements. The research showed that Granite A is the most suitable aggregate for the design of asphalt mixtures for noise-reducing asphalt pavement. Short-term and particularly long-term ageing of polymer modified bituminous binder PMB 45/80-65 and PMB 25/55-60 decreases the number of aromatics and increases the amount of resins. Based on Multiple Stress Creep and Recovery test results, it is assumed that all bituminous binders selected for research are suitable for the asphalt mixture design of noise-reducing asphalt pavement in terms of resistance to rutting. However, considering all tests results, bituminous binder PMB 45/80-65 (1) showed the best performance and was the most suitable for the asphalt mixture design of noise-reducing asphalt pavement.

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Tyre–pavement interaction noise levels related to pavement surface characteristics

Cited by 33 publications

References 6 publications

Ecosystem services enhanced through soundscape management link people and wildlife

Ecosystem services enhanced through soundscape management link people and wildlife

Performance of Noise Reduction and Skid Resistance of Durable Granular Ultra-Thin Layer Asphalt Pavement

Selection of Constituent Materials for Asphalt Mixtures of Noise-Reducing Asphalt Pavements

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