2013
DOI: 10.1016/j.conbuildmat.2012.12.048
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The mechanism of flame and smoke retardancy of asphalt mortar containing composite flame retardant material

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Cited by 27 publications
(12 citation statements)
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“…Asphalt concrete (AC) has been widely used for tunnel pavement nowadays due to its high driving comfort, low noise as well as the low construction cost [1]. However, the flammability of asphalt binder, an essential component of AC, becomes a tremendous obstacle to its application.…”
Section: Introductionmentioning
confidence: 99%
“…Asphalt concrete (AC) has been widely used for tunnel pavement nowadays due to its high driving comfort, low noise as well as the low construction cost [1]. However, the flammability of asphalt binder, an essential component of AC, becomes a tremendous obstacle to its application.…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, the concentration of Sasobit It can be seen in Figures 9-11 that 1 at different temperatures, the accumulated strain values of modified asphalt binder increased with the increase of loading numbers, showing a curvilinear growth trend and viscoelastic rheological characteristics. 2 The addition of flame retardant and Sasobit can effectively reduce accumulated strain value of asphalt binder, take the cumulative strain at 40 • C in the 50th creep recovery cycle for example, Sasobit modified asphalt binder and warm-mixed flame retardant asphalt binder with different flame retardant concentration decreased by 32.24%, 38.28%, 40.33%, 45.40%, and 51.50% compared to SBS modified asphalt binder, respectively, which suggests that both Sasobit and flame retardant can significantly improve the high-temperature stability of asphalt binder; and as for warm-mixed flame retardant asphalt binder, the accumulated strain decreased gradually with the increase of the concentration of flame retardant, indicating that the increase of the concentration is beneficial to enhancing the high-temperature deformation resistance of the asphalt binder.…”
Section: Resultsmentioning
confidence: 99%
“…In It can be seen from Figures 6-8 that 1 during the 51th and 60th loading cycles, the accumulated strain value of asphalt binder tested at 50 • C is significantly greater than those tested at 40 • C and 30 • C, which shows that with the increase of the test temperature, the accumulated strain value of asphalt binder increased accordingly. 2 At three different temperatures, the accumulated strain values of Sasobit modified asphalt binder and warm-mixed flame retardant asphalt binder are significantly lower than that of SBS modified asphalt binder, which indicates that both Sasobit and flame retardant can markedly enhance the deformation recovery ability of asphalt binder.…”
Section: Repeated Creep Recovery Testmentioning
confidence: 90%
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“…e combustion of asphalt is typically accompanied with a quantity of toxic smoke [3,4], seriously endangering any personnel within the affected areas. To solve this problem, applying flame retardant to asphalt has become a common way to reduce the hazards associated with pavement during tunnel fires [5][6][7][8][9][10][11][12].…”
Section: Introductionmentioning
confidence: 99%