基于马歇尔试验的AR-SMA-13橡胶沥青混合料线膨胀性能研究

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摘要 The compaction degree of asphalt mixture directly affects the tensile or compressive strength of pavement, given that high elastic crumb rubber exists in asphalt rubber mixtures and the characteristics of asphalt rubber mixtures are quite different from ordinary ones. Asphalt rubber mixture AR-SMA-13 was used in Marshall compaction tests with different crumb rubber contents, oil-stone ratios, fine control rates, and compaction work (frequency) to measure the heights of samples after compaction and cooling. The relationships between the linear expansion rate of Marshall samples and the above factors are analyzed, and the correlation between the linear expansion performance of asphalt rubber mixture and volume indicator is analyzed. Results show the following:(1) the linear expansion rate of the Marshall sample of the AR-SMA-13 asphalt rubber mixture increases logarithmically with the increase of rubber powder content; (2) the linear expansion rate of the Marshall samples grows linearly with a 0.075 mm increase in the passing rate of the composite material; (3) the mixture void fraction decreases and its linear expansion rate increases with the growth in compaction work; (4) the established linear expansion prediction model can effectively simulate the experimental data; and (5) larger value of compactness indicates greater linear expansion rate of the asphalt rubber mixture AR-SMA-13.

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	冯智娇
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关键词 ： road engineering, asphalt rubber linear expansion performance, test, Marshall sample, volume parameter, prediction model

Abstract：The compaction degree of asphalt mixture directly affects the tensile or compressive strength of pavement, given that high elastic crumb rubber exists in asphalt rubber mixtures and the characteristics of asphalt rubber mixtures are quite different from ordinary ones. Asphalt rubber mixture AR-SMA-13 was used in Marshall compaction tests with different crumb rubber contents, oil-stone ratios, fine control rates, and compaction work (frequency) to measure the heights of samples after compaction and cooling. The relationships between the linear expansion rate of Marshall samples and the above factors are analyzed, and the correlation between the linear expansion performance of asphalt rubber mixture and volume indicator is analyzed. Results show the following:(1) the linear expansion rate of the Marshall sample of the AR-SMA-13 asphalt rubber mixture increases logarithmically with the increase of rubber powder content; (2) the linear expansion rate of the Marshall samples grows linearly with a 0.075 mm increase in the passing rate of the composite material; (3) the mixture void fraction decreases and its linear expansion rate increases with the growth in compaction work; (4) the established linear expansion prediction model can effectively simulate the experimental data; and (5) larger value of compactness indicates greater linear expansion rate of the asphalt rubber mixture AR-SMA-13.

Key words： road engineering asphalt rubber linear expansion performance test Marshall sample volume parameter prediction model

收稿日期: 2016-03-10

基金资助:Supported by the Science and Technology Project in Gansu Province (No.1305TCYA024); the Science and Technology Support Project in Gansu Province (No. 1104GKCA026); and the Research on SEM Building of Translation Competence in Translation Majors in Gansu Province (No.2015B-089)

通讯作者: FENG Zhi-jiao,E-mail:373287020@qq.com E-mail: 373287020@qq.com

引用本文:

冯智娇, 冯小伟, 冯越. 基于马歇尔试验的AR-SMA-13橡胶沥青混合料线膨胀性能研究[J]. Journal of Highway and Transportation Research and Development, 2016, 10(4): 21-26.
FENG Zhi-jiao, FENG Xiao-wei, FENG Yue. Study on Linear Expansion Performance of AR-SMA-13 Rubber Asphalt Mixture in Marshall Test. Journal of Highway and Transportation Research and Development, 2016, 10(4): 21-26.

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http://manu27.magtech.com.cn/Jwk_gljtkj_en/CN/ 或 http://manu27.magtech.com.cn/Jwk_gljtkj_en/CN/Y2016/V10/I4/21

[1] JTG/T F50-2011, Guide for Design and Construction of Asphalt Rubber and Mixtures[S]. (in Chinese)
[2] HUANG Peng, LÜ Wei-min, ZHANG Fu-qing, et al. Research on Performance and Technology of the Rubber Powder Modified Asphalt Mixture[J]. China Journal of Highway and Transport, 2001, 14(S1):6-9.(in Chinese)
[3] WANG Xu-dong, LI Mei-jiang, LU Kai-ji, et al. The Applied Technology of the Crumb Rubber in the Asphalt and Mixture[M]. Beijing:China Communications Press, 2008. (in Chinese)
[4] MULL M A, STUART K, YEHIA A. Fracture Resistance Characterization of Chemically Modified Crumb Rubber Asphalt Pavement[J]. Journal of materials Science, 2002, 37(3):557-566.(in Chinese)
[5] ZHANG Ju-song,WANG Wen-jun,LIU Chuan-kun, et al.The Study on Performance of Desulfurized Rubber Powder Modified Asphalt[J].Journal of Shenyang Jianzhu University:Natural Science Edition,2007,23(5):785-789.(in Chinese)
[6] Jiangsu Institute of Transportation Science.Guide for Construction of Gap Gradation Asphalt Rubber Mixtures[R].Nanjing:Jiangsu Institute of Transportation Science, 2006.(in Chinese)
[7] XIANG Li,CHENG Jian.Study on Performance and Process Condition of Crumb Rubber Modified Asphalt[J].Petroleum Asphalt, 2008, 22(1):12-14.(in Chinese)
[8] HUANG Wen-yuan,ZHANG Yin-xi.The Technical Criteria Frame of Pavement Used Asphalt Rubber in China[J].Journal of Central South Highway Engineering, 2007, 32(1):111-114.(in Chinese)
[9] FENG Wen-xin,JI Guo-qing,KONG Xian-ming.Development of Modified Asphalt with Crumb Rubber for Pavement[J].Petroleum Asphalt, 2008, 22(1):6-11. (in Chinese)[ZK)]
[10] HUANG Wen-yuan,ZHANG Yin-xi.Mechanism and Process Control of Road-use Asphalt Rubber Reaction Procedure[J]. Journal of Highway and Transportation Research and Development, 2005, 23(11):5-9.(in Chinese)
[11] YE Zhi-gang, KONG Xian-ming, YU Jian-ying, et al. Investigation on Crumb Rubber Modified Asphalt[J]. Journal of Wuhan University of Technology, 2003, 25(1):11-14. (in Chinese)
[12] ZHANG Hua, LI Yu-zhi, LI Ying-ping. Using Compaction Parameters and Indirect Tensile Strength to Evaluate Asphalt Concrete Rutting Potential[J]. Highway Engineering, 2008, 33(2):88-91. (in Chinese)