The Research of Durability of Asphalt Concrete Bridge Deck with Little Polyester Fiber Content in Cold Regions

Abstract:

In this paper, the common diseases about bridge deck pavement of the completed highway in Heilongjiang province have been made practical investigation and analyze why these diseases happen. It also combines the climate features in north cold areas，from the way of using High quality modified asphalt，reducing the catalytic point temperature of pitch to improve the low temperature anti-crack property, using high strength coarse and fine aggregate，adjusting gradation of mixture aggregate and the ratio of oil to stone to improve temperature and water stability and durability for Concrete pavement project of Nao Li river bridge connected Jian San river with Hu Lin highway .From trabecular bending test、Freeze-thaw splitting test、Rutting test and Immersion Marshall test，that compares different influence research on pavement performance of bridge with Bitumen concrete bridge deck which have different polyester fiber content .The experimental result indicates the proportion of polyester fiber can clearly ameliorate the temperature stability、hypothermia anti-cracking performance and water stability of Asphalt .And within a certain range of polyester fiber content，various road performances will be improved with the increasing of polyester fiber content，and on this basis，the optimum polyester fiber content is raised.

• Periodical: Key Engineering Materials (Volume 852)
• Pages: 41-48
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.852.41
• Online since: July 2020
• Authors: Xiu Liu*, Xiao Mei Yu, Chuang Xu, Jiang Wei Chu
• Keywords: Asphalt Concrete, Bridge Deck Pavement, Cold Region, Pavement Performance, Polyester Fiber

References

[1] WANG Bing-gang, HU Chang-shun. Research Progress of Construction Technology of Over- structure Pavement[J]. Journal of Xi'an Highway University, 1998, 18 (3) : 143-147.

[2] Asaf A, Bernal S A, Guadagnini M, et al. Freeze-thaw resistance of steel fiber reinforced rubberized concrete[J]. Construction and Building Materials, 2019, 195: 450-458.

DOI: 10.1016/j.conbuildmat.2018.11.103

[3] Sun X, Gao Z, Cao P, et al. Mechanical properties tests and multiscale numerical simulations for basalt fiber reinforced concrete[J]. Construction and Building Materials, 2019, 202: 58-72.

DOI: 10.1016/j.conbuildmat.2019.01.018

[4] TANG Wen, SHENG Xiao-Jun, SUN Li-jun. Pavement Performance of Fiber Reinforced Asphalt Mixture[J]. Journal of Building Materials, 2008, 11 (5) : 612-615.

[5] CHEN Jian-shish, LIN Ki-yi. Mechanism and behavior of bitumen strength reinforcement using fibers[J]. Journal of Materials Science, 2005, 40 (1) : 87-95.

DOI: 10.1007/s10853-005-5691-4

[6] SHEN Jan-an. Pavement performance of Asphalt and Asphalt Mixture[M]. Beijing: China Communications Press, (2006).

[7] SUN Ya-zhen, ZHAO Ying-hua. Research on Asphalt Pavement Reinforced with New Fiber[J]. East China Highway, 2002 (2) : 63-66.

[8] PENG Bo. Application of Methyl Cellulose in Bituminous Mixture [J]. Journal of Xi'an University of Architecture and Technology: Natural Science Edition, 2005, 37 (1) : 104-107.

[9] LIU Hong, KONG Yong-jian, CAO Dong-wei. Influence of Adding Polyester Fiber on Dynamic Modulus of Asphalt Mixture[J]. Journal of Highway and Transportation Research and Development, 2011, 28 (8) : 25-29.

[10] LI Hai-jun, LV Wei-min . The Test and Analyzing the Effect Mechanism of the Fiber Containing in SMA Mixtures[J]. Petroleum Asphalt, 1998, 12 (4) : 1-8.

[11] SONG Yun-xiang, WEI You-po, LI Yu-mei, et al. Pavement performance of Basalt Fiber Reinforced Asphalt Mastic[J]. Journal of Highway and Transportation Research and Development, 2012, 29 (8) : 15-19.

[12] ZHAO Yu-sheng, LI Hong-tao. Impact of Short-cut Basalt Fiber on Asphalt Concrete Performance[J]. Journal of Highway and Transportation Research and Development, 2012, 29 (9) : 38-42.

[13] MA Xiang, NI Fu- jian, GU Xing-yu, et al. Study and Analysis on Pavement Performance of the Polyester Fiber-reinforced Asphalt Mixture[J]. Journal of Highway and Transportation Research and Development, 2006, 23 (1) : 24-27.