Laboratory Evaluation of Moisture Susceptibility of Hot-Mix Asphalt Containing Cementitious Fillers

Huang, Baoshan; Shu, Xiang; Dong, Qiao; Shen, Junan

doi:10.1061/(asce)mt.1943-5533.0000064

Cited by 88 publications

(36 citation statements)

References 7 publications

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“…One common method to deal with these problems is by adding anti-stripping mineral additives or liquid anti-stripping agents [21]. The use of nanoclay effectively reduces moisture susceptibility, while other characteristics of WMA mixtures could contribute to better pavement construction and environmentally friendly maintenance in the future.…”

Section: Introductionmentioning

confidence: 99%

Laboratory evaluation on the characteristics and pollutant emissions of nanoclay and chemical warm mix asphalt modified binders

Abdullah

Hainin

Yusoff

et al. 2016

Construction and Building Materials

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Section: Introductionmentioning

confidence: 99%

Laboratory evaluation on the characteristics and pollutant emissions of nanoclay and chemical warm mix asphalt modified binders

Abdullah

Hainin

Yusoff

et al. 2016

Construction and Building Materials

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“…The adhesion between gneiss and asphalt binder, which is directly linked to many properties of asphalt mixture, was reported as poor [10]. Mineral additives and liquid agents are commonly used to improve a certain property of asphalt mixture [11][12][13]. The mineral anti-stripping additives, such as fly ash [14], Portland cement [15] and hydrated lime [16], are commonly used to enhance the adhesion property between aggregate and asphalt binder in China.…”

Section: Introductionmentioning

confidence: 99%

Recycling of Flue Gas Desulfurization residues in gneiss based hot mix asphalt: Materials characterization and performances evaluation

Chen

et al. 2014

Construction and Building Materials

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“…In addition, a large number of investigations on pavement distresses discovered that the moisture damage was more likely to occur in a hot and humid environment (Al-Swailmi and Terrel 1992, Terrel and Al-swailmi 1994, Little and Jones 2003, Arambula et al 2007, Bausano and Williams 2009, Cho and Bahia 2010, Huang et al 2010. So this study considered the effect of the water temperature on moisture damage in pavement.…”

Section: Testing Programmentioning

confidence: 99%

Laboratory simulation tests of effect of mechanical damage on moisture damage evolution in hot-mix asphalt pavement

Cui

Zhang

et al. 2014

International Journal of Pavement Engineering

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2015) Laboratory simulation tests of effect of mechanical damage on moisture damage evolution in hot-mix asphalt pavement, International Journal of Pavement Engineering, 16:8, 699-709, Moisture damage of hot-mix asphalt (HMA) pavement is an extremely complicated mode of distress. Previous researches on moisture damage mainly focused on the performances of undamaged pavement at the initial stage of opening to traffic. So with the permeability tests and the Hamburg Wheel Tracking Device (HWTD) tests, trial works were done to study the effect of traffic-load-induced mechanical damage on the evolution of moisture damage in HMA pavement. The monotonous uniaxial compression loading method and the repetitive compression loading method were employed to make the mechanical damages of the styrene-butadiene -styrene block copolymer-modified HMA specimens, respectively. Comparisons demonstrated that there were slight differences between the damages from the two kinds of damage making methods. The damages were characterised with two kinds of nondestructive testing methods (dynamic modulus testing method and ultrasonic wave testing method), and the relationship of the characterised damages with the two methods was obtained. The permeability tests of HMA showed that the coefficient of permeability initially decreases and then increases with the damage. HWTD test results implied that the mechanical damage had a significant influence on the moisture damage, especially in hot and humid environment. In HWTD test, the mechanical damage induced by the undesirable stress state in pavement accelerates the appearance of the striping inflection point and increases the cumulative deformation of HMA specimen. Therefore, in order to reflect the performance of asphalt pavement during its life cycle, the effect of mechanical damage on the evolution of moisture damage should be considered in pavement design and construction.

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Laboratory Evaluation of Moisture Susceptibility of Hot-Mix Asphalt Containing Cementitious Fillers

Cited by 88 publications

References 7 publications

Laboratory evaluation on the characteristics and pollutant emissions of nanoclay and chemical warm mix asphalt modified binders

Laboratory evaluation on the characteristics and pollutant emissions of nanoclay and chemical warm mix asphalt modified binders

Recycling of Flue Gas Desulfurization residues in gneiss based hot mix asphalt: Materials characterization and performances evaluation

Laboratory simulation tests of effect of mechanical damage on moisture damage evolution in hot-mix asphalt pavement

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