2007
DOI: 10.1016/j.buildenv.2005.05.017
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Effect of antistripping additives on environmental damage of bituminous mixtures

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Cited by 26 publications
(8 citation statements)
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“…These specimens were tested at 60 °C with a constant stress of 100 kPa for 3600 seconds and unloaded for the recovery of deformations for 5400 seconds. Also in some studies, in the last five years that was utilising the "standard" procedure depicted in Zurich 16 , the testing temperature had been chosen as 30 °C which was again a departure from this technique [40][41][42] .…”
Section: Static Creep Testing Of Dense Bituminous Mixtures Spanning Imentioning
confidence: 99%
“…These specimens were tested at 60 °C with a constant stress of 100 kPa for 3600 seconds and unloaded for the recovery of deformations for 5400 seconds. Also in some studies, in the last five years that was utilising the "standard" procedure depicted in Zurich 16 , the testing temperature had been chosen as 30 °C which was again a departure from this technique [40][41][42] .…”
Section: Static Creep Testing Of Dense Bituminous Mixtures Spanning Imentioning
confidence: 99%
“…The findings of this study indicated that conditioning of HMA specimens has a significant effect on the increase of creep deformation. This is especially true for open graded aggregate gradation mix (Abo-Qudais and Al-Shweily, 2007b).…”
Section: Literature Reviewmentioning
confidence: 99%
“…Las causas que generan el fenómeno de daño por humedad son complejas, ya que involucran aspectos físicos, químicos, mecánicos y termodinámicos [25][26][27]. Mencionan adicionalmente que este fenómeno es función de la tensión superficial entre el agregado pétreo y el asfalto, y que el empleo de ligantes más viscosos genera mayor resistencia al daño por humedad.…”
Section: T-316 and Penetration -Astm D-5) Chemical (Sara -Astm D-412unclassified