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Road Performance of Low-fiber-content High-viscosity and High-Elasticity Asphalt Concrete Bridge Deck Paving in Cold Regions of China
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Xiu LIU, Zi-yu LIU*, Tian-shuo LIU, Yi-fan BAI
Science Technology and Engineering | 2025, 25(19) : 8252 - 8258
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Science Technology and Engineering | 2025, 25(19): 8252-8258
Papers∙Traffics and Transportations
Road Performance of Low-fiber-content High-viscosity and High-Elasticity Asphalt Concrete Bridge Deck Paving in Cold Regions of China
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Xiu LIU, Zi-yu LIU*, Tian-shuo LIU, Yi-fan BAI
Affiliations
  • School of Civil and Transportation Engineering, Northeast Forestry University, Harbin 150040, China
Published: 2025-07-08 doi: 10.12404/j.issn.1671-1815.2406320
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The structure and materials used in bridge deck pavement layers significantly impact their road performance. To design a pavement layer more suitable for cold regions, the layered modification of pavement materials was optimized based on the principle of layer function design. Firstly, materials for the surface functional layer and overall functional layer were selected using the layer function division, with lignocellulose and polyester fibers as modifiers, respectively. Secondly, the appropriate content of polyester fibers was determined through road performance tests. Finally, the choice of layered materials and appropriate modification methods were established. The results indicate that both the surface functional layer and the overall functional layer should use the same high-viscosity, high-elasticity modified asphalt, with lignocellulose and polyester fibers as modifiers, respectively. This approach avoids differences in thermal contraction coefficients of the layered materials, ensuring coordinated thermal deformation between the pavement layer and the bridge structure, thereby effectively improving the road performance of the asphalt bridge deck pavement. Furthermore, under engineering economic requirements, when the polyester fiber content is 1% of the total mixture mass, the prepared asphalt mixture's high-temperature performance increases by 7%, low-temperature performance by 23%, and water stability by 5%.

cold region  /  bridge deck pavement  /  polyester fiber  /  asphalt mixture  /  pavement performanc
Xiu LIU, Zi-yu LIU, Tian-shuo LIU, Yi-fan BAI. Road Performance of Low-fiber-content High-viscosity and High-Elasticity Asphalt Concrete Bridge Deck Paving in Cold Regions of China[J]. Science Technology and Engineering, 2025 , 25 (19) : 8252 -8258 . DOI: 10.12404/j.issn.1671-1815.2406320
Year 2025 volume 25 Issue 19
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doi: 10.12404/j.issn.1671-1815.2406320
  • Receive Date:2024-08-22
  • Online Date:2025-12-22
  • Published:2025-07-08
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  • Received:2024-08-22
  • Revised:2025-01-02
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    School of Civil and Transportation Engineering, Northeast Forestry University, Harbin 150040, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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