A review of mix design and evaluation research for permeable friction course mixtures

Álvarez, Allex E.; Martin, Amy Epps; Estakhri, Cindy

doi:10.1016/j.conbuildmat.2010.09.038

Cited by 138 publications

(71 citation statements)

References 30 publications

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“…As per concluded by previous researchers, the strength of compacting concrete reduces because of the adding of rubber aggregate [3,[20][21][22] but both the flexural and compressive strength increase in case of adding rubber aggregate [1]. It is obvious from this research that by adding the silica fume to the modified rubber aggregate pervious concrete, both the flexural and compressive strength increase more that those without silica fume.…”

Section: A Strengthssupporting

confidence: 64%

Investigation on composite polymer and silica fume rubber aggregate pervious concrete

Toghroli¹,

Shariati²,

Rehan³

et al. 2017

Fifth International Conference on Advances in Civil, Structural and Mechanical Engineering - CSM 2017

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Abstract-Many researchers are trying to obtain a pervious concrete with better physical and mechanical properties to be used in pavement. To achieve the optimized pervious concrete, different researchers have been using different materials, especially those waste materials which are existing worldwide, specifically in the compactly populated areas. Discarded tires are among them and rubber tire particles are being currently used to be considered as recycled waste materials. In this paper a combination of polymer, silica fume and rubber aggregate from rubber tire particles were used to obtain an optimized pervious concrete. The produced concrete's properties were studied. The results indicate that this pervious concrete with the optimum replacing ratio of silica fume, polymer and rubber aggregate to mineral aggregate has higher flexural and compressive strength. The relative flexural and compressive strength of this pervious concrete has been increased 31% and 18% compared to the mineral aggregate pervious concrete. The most properties of this pervious concrete are enhanced. The impact resistance of this pervious concrete is improved 8% compared to mineral aggregate pervious concrete and the permeability meet the standard of Open-Graded Fraction Course. This pervious concrete significantly reduces the elasticity modulus of usual pervious concrete. The impact resistances improved remarkably

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Section: A Strengthssupporting

confidence: 64%

Investigation on composite polymer and silica fume rubber aggregate pervious concrete

Toghroli¹,

Shariati²,

Rehan³

et al. 2017

Fifth International Conference on Advances in Civil, Structural and Mechanical Engineering - CSM 2017

View full text Add to dashboard Cite

show abstract

“…The infiltration capacity of porous mixtures is closely correlated with the air void content in the mixture. According to the American National Center for Asphalt Technology (NCAT), the minimum infiltration capacity of porous friction courses should be 100 m/day [10]. Moreover, it has been observed by some researchers that the minimum air void content that enables these infiltration capacities to be achieved is 15% [11].…”

Section: Introductionmentioning

confidence: 99%

Laboratory Assessment of the Infiltration Capacity Reduction in Clogged Porous Mixture Surfaces

et al. 2016

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Permeable pavements have been used widely across the world to manage urban stormwater. The hydrological behaviour of permeable surfaces is a complex process affected by many factors, such as rainfall intensity, rainfall duration, pavement geometrical conditions, and clogging level of the permeable surface, amongst others. This laboratory study was carried out to assess the influence of clogging level and rainfall intensity on the infiltration capacity of porous mixture surfaces used in Permeable Pavement Systems (PPS). Porous Concrete (PC) and Porous Asphalt (PA) mixtures with different air void contents (15%, 20%, and 25%) were subject to different clogging scenarios by using varying sediment loads (0, 500, and 1000 g/m 2 ). Permeability experiments were carried out for each clogging scenario through a new rainfall simulator specially developed, tailored, and calibrated for the laboratory simulation of a wide range of rainfall events. Permeability measurements were taken under all different scenarios as a result of the combination of the different rainfall events (50, 100, and 150 mm/h) simulated over the specimens of porous mixtures and the sediment loads applied to them. The results showed that the PC mixtures tested perform better than the PA ones in terms of infiltration capacity, showing less potential for clogging and being more easily cleaned by the wash-off produced by the simulated rainfall events.

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“…Porous Asphalt (PA) has crushed coarse aggregate without a significant proportion of fine aggregate, and it has 2 of 16 high drainage and noise-abrasion properties. The performance of PA mixtures regarding rutting resistance and moisture susceptibility is not as efficient as that of dense graded mixture [7,8]. In addition, reclaimed asphalt pavement (RAP) is a useful alternative to virgin materials because it reduces the need to use virgin aggregate [9].…”

Section: Introductionmentioning

confidence: 99%

Evaluation of the Cooling and Pavement Performance of Basic Oxygen Furnaces Slag Used in Asphalt Mixture

Huang¹

2017

Preprint

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Abstract:The basic oxygen furnace slag (BOF) was wide used in road construction, but there was a lack of characteristics in different asphalt mixtures. This study investigates the properties of hot-mixed asphalt (HMA) containing stone mastic asphalt (SMA), porous asphalt (PA) and dense-graded BOF as a partial substitution for natural aggregates. The purpose of this study is to evaluate various BOF slag contents in the asphalt mixtures would affect the cooling behavior after compaction. Asphalt mixture specimens contained 0%, 20%, 40% and 60% BOF slag, respectively, as coarse aggregate. Test results showed that BOF slag has a lipophilic property, so it can be adsorbed by asphalt cement, thereby reducing the cost of asphalt. The stability value of all asphalt mixtures increases with the proportion of BOF slag replacement. In addition, the voids in the mineral aggregate (VMA) value variable exhibited significant differences among asphalt mixtures, and could determine the deviation of the cooling trend of asphalt mixtures. Furthermore; it was found that the cooling procedure of the BOF slag used in dense-graded asphalt mixture takes about 100 min, and that the temperature tends to be moderate; however, it took about 120 min of cooling the SMA and PA mixture with BOF slag. In addition, the voids distribution of dense asphalt mixture was not uniform. It would result in various locations of thermal energy temperature on asphalt mixtures that were inconsistent.

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A review of mix design and evaluation research for permeable friction course mixtures

Cited by 138 publications

References 30 publications

Investigation on composite polymer and silica fume rubber aggregate pervious concrete

Investigation on composite polymer and silica fume rubber aggregate pervious concrete

Laboratory Assessment of the Infiltration Capacity Reduction in Clogged Porous Mixture Surfaces

Evaluation of the Cooling and Pavement Performance of Basic Oxygen Furnaces Slag Used in Asphalt Mixture

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