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作者:

Peng, Jian-Kang (Peng, Jian-Kang.) | Dong, Rui-Kun (Dong, Rui-Kun.) | You, Hong (You, Hong.)

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摘要:

In order to explore the mechanism of low temperature construction and influence of additives on the high temperature performance of the asphalt concrete pavement, the viscosity at 110C, 120C and 135C and softening point were measured for SBS modified asphalt and base asphalt with different additive content of ADZ, ADW or ADS, respectively. The additives can reduce viscosity of asphalt and realize construction of asphalt concrete in low temperature. The experimental results showed that: To some extent, three kinds of additives can reduce the viscosity of base asphalt or SBS modified bitumen. In contrast, at lower temperature (120C or 110C), the viscosity of SBS modified asphalt and base asphalt with ADW or ADS were obvious smaller than that of ADZ. With the increase of the three types of additive content, the softening points of base asphalt also increased. However, the softening points of SBS modified asphalt with lower additive content of ADZ, ADW or ADS were smaller than those without ADZ, ADW or ADS.

关键词:

Asphalt Asphalt concrete Asphalt pavements Concrete additives Concretes Deceleration Temperature Viscosity

作者机构:

  • [ 1 ] [Peng, Jian-Kang]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Dong, Rui-Kun]College of Civil Engineering, Chongqing University, Chongqing 400045, China
  • [ 3 ] [You, Hong]Sichuan Communication Surveying and Design Institute, Chengdu 610017, China

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来源 :

Journal of Civil, Architectural and Environmental Engineering

ISSN: 1674-4764

年份: 2009

期: 4

卷: 31

页码: 66-69,111

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