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首页> 外文期刊>The Open Civil Engineering Journal >Research on the Mechanical Strength of Emulsified Asphalt-Cement StabilizedMacadam Based on Neural Network Algorithm
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Research on the Mechanical Strength of Emulsified Asphalt-Cement StabilizedMacadam Based on Neural Network Algorithm

机译:基于神经网络算法的乳化沥青水泥稳定碎石的机械强度研究

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摘要

In this paper, we research the application of mechanical strength experiment on emulsified asphalt cementstabilizedmacadam based on neural network algorithm. Basing on the analysis on the early diseases of asphalt pavementwhich uses semi-rigid base, solving the problem of semi-rigid base asphalt pavement's reflection crack, this paper proposesthe research approach that using modified semi-rigid base, appropriate pavement structure as the point of starting.Combining with the past emulsified asphalt-cement stabilized macadam material mixing methods, the construction technologiesof cement stabilized macadam and synchronous chip sealing, this paper has come up a new method for modificationsemi-rigid base. The unconfined compressive strength and splitting strength of the mixtures would decrease as themixing amount of emulsified asphalt increases, and the reduction rate of compressive strength decreases as the curing agegrows. The mixing amount of emulsified asphalt has almost no influence on the flexural-tensile strength at normal temperature,so it can be ignored. The experimental result shows that the emulsified asphalt cement stabilized macadam hasfood performance than traditional methods.
机译:本文研究了基于神经网络算法的机械强度试验在乳化沥青水泥稳定碎石中的应用。在对半刚性基层沥青路面早期病害进行分析的基础上,解决了半刚性基层沥青路面反射裂缝的问题,提出了以改性半刚性基层,适宜的路面结构为重点的研究方法。结合以往的乳化沥青-水泥稳定碎石料的混合方法,水泥稳定碎石的施工技术和同步封堵技术,提出了一种改性半刚性基层的新方法。混合物的无侧限抗压强度和劈裂强度会随着乳化沥青混合量的增加而降低,抗压强度的降低率会随着固化年龄的增长而降低。乳化沥青的混合量对常温下的抗拉强度几乎没有影响,因此可以忽略不计。实验结果表明,乳化沥青水泥稳定碎石具有比传统方法更好的食用性能。

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