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A Study on the strength of crumb rubber modified bitumen using various crumb rubber sizes

机译:不同胶料规格的胶粉改性沥青强度研究

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摘要

Asphalt use in road pavement because it’s very economical and fulfil the roadway design requirements such as good ride quality, ski –resistance surface, quiet surface and low maintenance. However, consumption of asphalt has some weakness, as it become brittle and hard in cold environments and soft in hot environments hence easy to crack. Besides that, today capacity or volume of the road user that increases year by year is one of the factors that make the road pavement prone to defect or damage such as cracking. Hard traffic and high loading weightudalso one of the factors affecting the quality of performance pavement and it becomes worst because of overloading on the road. Hence, to reduce damage and defect, an improvised road pavement structures is needed. This experiment will do modified in Asphalt with mix withuddifferent crumb rubber (2mm, 0.425mm, and 0.15mm) used as additives. The samples preparation consists of the production of the Marshall Mix specimens. Total of samples is 36 samples will prepare in the laboratory with proper method and apparatus. The samples is designed according to requirement for aggregate course wearing (ACW) using the JKR standard. The range percentage of asphalt was used in this study is 4% until 6%. The size of the sample is same to be prepared 1200 gram plus wastage. From the Marshall Stability and flow test the result is 19.522kN and 18.865kN for experimental samples and constants sample respectively. The conclusion, the crumb rubber can improve the workability, durability and provided higher density of the Hot Mix Asphalt. Furthermore, it gave the pavement a better performance and higher quality pavement for the future development. This finding also helps to save the budget to pavement for the future development. This finding also helps to save the budget to maintain the road in a good condition all the time being. Thus, it is an economical method to be applied in the road construction in order to increase the strength of pavement. In the future, hopefully thisudfinding can encourage new research to be conducted in the different ways and usage.
机译:在沥青路面上使用沥青,因为它非常经济并且可以满足道路设计要求,例如良好的行驶质量,防滑表面,安静的表面以及低维护成本。但是,沥青的消耗有一些缺点,因为它在寒冷的环境中变脆变硬,而在炎热的环境中变软,因此容易破裂。除此之外,如今道路用户的容量或体积逐年增加是使道路易于出现缺陷或损坏(例如开裂)的因素之一。繁忙的交通和高的载重 ud也是影响性能路面质量的因素之一,并且由于道路上的超载而变得最糟。因此,为了减少损坏和缺陷,需要一种简易的路面结构。该实验将在沥青中与不同的碎胶(2mm,0.425mm和0.15mm)混合使用作为添加剂进行改性。样品制备包括生产Marshall Mix样品。样品总数为36个,将在实验室采用适当的方法和设备制备样品。样品是根据使用JKR标准的总过程磨损(ACW)的要求设计的。在这项研究中使用的沥青范围百分比是4%到6%。样品的大小与准备的1200克相同,外加浪费。根据马歇尔稳定性和流量测试,实验样品和常数样品的结果分别为19.522kN和18.865kN。结论是,橡胶碎屑可以改善可加工性,耐久性并提供更高密度的热混合沥青。此外,它为人行道提供了更好的性能和更高质量的人行道,以供将来使用。这一发现还有助于节省预算,以备将来之用。这一发现还有助于节省预算,以使道路始终保持良好状态。因此,这是一种在道路施工中用于增加路面强度的经济方法。将来,希望这种发现可以鼓励以不同的方式和用途进行新的研究。

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    Wan Mohd Fakri Wan Rahim;

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  • 年度 2016
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