级配对乳化沥青冷再生混合料强度的影响
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浙江交通科技项目(2016 2 17)


Influence of Gradation on Strength of Emulsified Asphalt Cold Recycled Mixture
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    摘要:

    采用垂直振动成型方法制备圆柱体试件,研究了矿粉、机制砂和95~190mm粗集料掺量对乳化沥青冷再生混合料强度的影响.结果表明:矿粉掺量(质量分数,下同)小于5%时,随矿粉掺量增加,冷再生混合料力学强度增大,但增大速率逐渐变缓,矿粉掺量大于3%时,与不掺加新集料乳化沥青冷再生混合料相比,其力学强度至少可提高5%;随机制砂掺量增加,冷再生混合料力学强度先增大后减小,机制砂掺量为20%时,混合料马歇尔稳定度、干湿劈裂强度和冻融劈裂强度均达到峰值,力学强度至少可提高17%;随95~190mm粗集料掺量增加,冷再生混合料干湿劈裂强度先增加后减小,当95~190mm粗集料掺量为20%时,冷再生混合料力学强度至少提高19%.因此,考虑材料经济性问题,建议冷再生混合料中矿粉掺量为3%,机制砂掺量为20%,95~190mm粗集料掺量为20%.

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    Cylindrical specimens were prepared by vertical vibration molding method. The effects of mineral powder, machine made sand and 95190mm coarse aggregate content on the strength of cold recycled asphalt mixture(CRM) were studied. The results show that the mineral powder content(by mass) is less than 5%, with the increase of the mineral powder content, CRM strength increases, but the increase rate gradually lowers. When mineral powder content is greater than 3%, compared to emulsified asphalt cold recycled mixture without new aggregate, the mechanical strength increases at least 5%. Adding machine made sand, CRM strength increases first, then decreases. When the sand content is 20%, the Marshall stability of mixture, dry wet splitting strength and freeze thaw splitting strength reach the peak, and the mechanical strength can be increased by more than 17%. With the 95190mm coarse aggregate content increasing, the dry wet splitting strength of mixture increases first and then decreases. When the 95190mm of coarse aggregate content is 20%, CRM strength increases by at least 19%. Therefore, considering the material cost, it is suggested that the content of mineral powder in CRM is 3%, the content of machine made sand is 20%, and the content of 95190mm coarse aggregate is 20%.

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刘海鹏,蒋应军,胡永林,叶伟奇,曹正道,蔡永涛.级配对乳化沥青冷再生混合料强度的影响[J].建筑材料学报,2018,21(3):503-510

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  • 收稿日期:2017-07-11
  • 最后修改日期:2017-09-13
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  • 在线发布日期: 2018-07-02
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