Ma Guo-jing, Cai Liang-cai, Wu Yong-gen, Wang Shuo-tai, Huang Can-hua, Su Jing-bin, Dai Nian-wen, Yu Feng-wu. Property of self-compacting concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2007, 7(5): 28-32.
Citation: Ma Guo-jing, Cai Liang-cai, Wu Yong-gen, Wang Shuo-tai, Huang Can-hua, Su Jing-bin, Dai Nian-wen, Yu Feng-wu. Property of self-compacting concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2007, 7(5): 28-32.

Property of self-compacting concrete pavement

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  • Author Bio:

    Ma Guo-jing(1936-), male, professor, + 86-29-84787705, dyunyu04@yahoocom.cn

  • Received Date: 2007-04-18
  • Publish Date: 2007-10-25
  • In order to improve the performance of self-compacting concrete pavement, the volume percentage of coarse aggregate in self-compacting concrete was increased to 75%, its largest granule diameter was 40 mm, so that the concrete shrinkage was less than 400με; the optimum amount of fly ash and super water reducing agent were added, and the flexural strength formula of sel-compacting pavement concrete was established to make its fluidity, cohesion, flexural strength and impermeability optimum, then, a full-scale slab flexural fatigue test was carried out. Test result shows that the flexural strength test value of self-compacting concrete is 7.0~8.0 MPa, its measure value is 6.5 MPa, and its charge passage is less than 1 000 C in the Cl- penetrability test; the slump of self-compacting concrete pavement exceeds 160 mm, its fatigue service life increases by 1 time relative to design demand life, and its construction speed increases by 1.5 time. It is obvious that the property of self-compacting concrete pavement is ascendant. 5 tabs, 6 figs, 10 refs.

     

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