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- W2388213245 abstract "By repeated creep test and Burgers model, the creep processes of all asphalt mortars are simulated. Then,the high temperature performance of different flame retardant asphalt mortars( M- FR) are analysed from the aspect of viscous composition in creep stiffness Gv,accumulative strain γaccand creep compliance are analyzed. The result shows that( 1) the Gvvalue increases while the γaccreduces as the fiber and mixed flame retardant are added;( 2) the Gvvalues of M- FR1 and M- FR2 in flame retardant asphalt mortar are equal and maximum,while the γaccof M- FR1 asphalt mortar is the lowest,followed by M- FR2 asphalt mortar;( 3) the high temperature performance of the 2 asphalt mortars is superior to the asphalt mortar containing conventional lignin fiber content. The analysis of creep compliance illustrates that the percentage of instantaneous elastic compliance JEand delayed elastic compliance JCin total creep compliance of M- FR2 asphalt mortar is the largest,its high temperature deformation resistance is the greatest. From the compressive analysis of the creep mechanic property of different kinds of flame retardant asphalt mortar,the optimum proportion of flame retardant composite is recommended as 15% of mineral fiber + 6% of mixed flame relardant( M- FR2)." @default.
- W2388213245 created "2016-06-24" @default.
- W2388213245 creator A5043475634 @default.
- W2388213245 date "2015-01-01" @default.
- W2388213245 modified "2023-09-26" @default.
- W2388213245 title "High Temperature Performance of Flame Retardant Asphalt Mortar Based on Repeated Creep Test" @default.
- W2388213245 hasPublicationYear "2015" @default.
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