Evaluation of experimental testing methods for the design of permeable friction course mixtures

Wu, Yali; Chen, Huaxin; Xu, Qinwu; Zhang, Zhen; Jiao, Fangfang

doi:10.1016/j.conbuildmat.2019.01.229

Cited by 6 publications

(6 citation statements)

References 23 publications

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“…The Schellenberg draindown experiment procedure is done as reported, and the ASTM wire basket method is the most recommended. 40 …”

Section: Methodsmentioning

confidence: 99%

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Effect of Fibers on the Performance of a Porous Friction Course

Zhao

Cai³

et al. 2022

ACS Omega

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In this paper, the preparation of a porous friction course (PFC) with styrene–butadiene–styrene (SBS)-modified asphalt and fibers instead of a high-viscosity-modified asphalt was investigated. The aggregate gradation B was chosen to prepare the PFC, and the optimal asphalt content in the PFC containing lignin or basalt fibers was determined to be 4.5% by the Cantabro abrasion experiment and Schellenberg draindown experiment. The freeze-thaw split experiment and immersed Marshall experiment indicated that with the addition of the fiber, the residual stability increased by 7.6 and 2.4% for the PFC with the lignin and basalt fibers, respectively, indicating that fibers can enhance the moisture damage resistance of the PFC. Furthermore, the dynamic stability increased by 17.9 and 6.0% for the PFC with the lignin and basalt fibers, respectively, indicating that fibers can significantly enhance the rutting resistance of the PFC at high temperatures. These results prove that the PFC prepared by SBS-modified asphalt and lignin/basalt fibers reaches the standard of pavement performance.

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“…The Schellenberg draindown experiment procedure is done as reported, and the ASTM wire basket method is the most recommended. 40 …”

Section: Methodsmentioning

confidence: 99%

“…For this test, an ASTM wire basket, a Japanese criterion test pan, or a German and Chinese criterion beaker was generally used as the standard testing container. The Schellenberg draindown experiment procedure is done as reported, and the ASTM wire basket method is the most recommended …”

Section: Methodsmentioning

confidence: 99%

Effect of Fibers on the Performance of a Porous Friction Course

Zhao

Cai³

et al. 2022

ACS Omega

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“…The concept of the test lies in the determination of the amount of binder drained from a bituminous mixture after being subjected to a higher temperature than the mixing temperature. Based on literature data found, the binder drainage expressed in percentage does not exceed the limit of 0.3% [9]. According to the test [60], a non-compacted OGFC sample was prepared and placed in a beaker that was weighted.…”

Section: Experimental Set-upmentioning

confidence: 99%

“…Similarly, Open graded Friction Courses (OGFCs) help to mitigate the noise generated by the path of the vehicles and to decrease the risk of hydroplaning and wet skidding [1]. Other advantages include the reduction of the urban heat island effect [8] and the decrease of the accident rate due to the improved visibility, especially in wet weather conditions [9].…”

Section: Introductionmentioning

confidence: 99%

Multiple-response optimization of open graded friction course reinforced with fibers through CRITIC-WASPAS based on Taguchi methodology

Slebi-Acevedo

Silva-Rojas

Lastra-González

et al. 2020

Construction and Building Materials

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“…Different from traditional pavements, they have large porosity, which can form permeable channels and allow stormwater to pass through the surface layer (Kamali et al, 2017). They also have good texture depth, which can reduce noise and increase the friction between the wheel and the pavement (Wu et al, 2019;Zhang et al, 2019a). Because all structural layers are permeable, rainwater can seep into the ground (Saadeh et al, 2019).…”

Section: Introductionmentioning

confidence: 99%

Organic pollutants removal of MSWI bottom ash as permeable subgrade material: adsorption characteristics and numerical simulation studies

Tian¹,

Xie

et al. 2021

JGS Special Publication

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Considering the requirement of environment and ecosystem, permeable pavement gradually became a hot issue recently. However, the conventional permeable pavement only allowed the surface layer for drainage, while the permeable subgrade was less mentioned. In addition, the acceleration of urbanization process was accompanied by a large number of municipal solid waste (MSW) production. Among the treatment method towards MSW, incineration was widely used around the world, and resulted in a huge amount of municipal solid waste incineration (MSWI) bottom ash. Thus, the MSWI bottom ash was proposed to act as permeable subgrade material in this paper, since its low cost and eco-environmental nature. According to the test and calculated results, MSWI bottom ash presented excellent adsorption capacity towards methylene blue, around 5.44 mg/g, which was regarded as one typical organic pollutant. Through observing its microstructure and calculation based on isothermal adsorption equilibrium data, the adsorption process is mainly occurred in the form of physical adsorption. Considering above adsorption parameters, the contaminant migration and transport inside the subgrade towards surrounding environment was evaluated according to solute transport model, including influence factors like hydraulic behavior, adsorption, diffusion etc. The calculation results indicated that the adsorption capacity of MSWI bottom ash effectively retarded the diffusion of contaminant.

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Evaluation of experimental testing methods for the design of permeable friction course mixtures

Cited by 6 publications

References 23 publications

Effect of Fibers on the Performance of a Porous Friction Course

Effect of Fibers on the Performance of a Porous Friction Course

Multiple-response optimization of open graded friction course reinforced with fibers through CRITIC-WASPAS based on Taguchi methodology

Organic pollutants removal of MSWI bottom ash as permeable subgrade material: adsorption characteristics and numerical simulation studies

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