水泥灌浆沥青混合料用于城市柔性路面的重铺:实验室和现场评价

IF 1.6 Q3 ENGINEERING, CIVIL Australian Journal of Civil Engineering Pub Date : 2021-03-04 DOI:10.1080/14488353.2021.1896125
L. Gupta, Rakesh Kumar
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引用次数: 4

摘要

摘要水泥灌浆沥青混合料(CGBM)是一种半柔性路面类型,本质上是用水泥砂浆灌浆的开放级配沥青混合料,具有柔性路面和刚性路面的优点。到目前为止,CGBM在印度不受欢迎,也不被广泛采用,这可能是由于缺乏传授知识的可用绩效研究。因此,本研究试图首先制备灌浆材料并制定配合比设计考虑因素。此外,在实验室和现场评估的基础上,与作为传统磨耗层的沥青混凝土混合料进行了比较,探讨了CGBM在印度场景中作为替代再铺层和/或磨耗层材料的特性。在这方面,CGBM在城市地区进行了试验,实验室结果确保了现场性能。试验结果表明,与传统沥青混凝土混合料相比,CGBM混合料具有更高的马歇尔稳定性、抗压强度、抗拉强度、弹性模量、更好的防潮损和防溢油性能,以及更低的温度敏感性。CGBM加铺层的案例研究在疲劳和车辙寿命方面大大提高了路面的剩余使用寿命。
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Recarpeting using cement grouted bituminous mix in urban flexible pavement: a laboratory and field evaluation
ABSTRACT Cement Grouted Bituminous mix (CGBM) mix is a semi-flexible pavement type that essentially is an open-graded bituminous mix grouted with cement mortar comprising the advantages of both flexible and rigid pavements. CGBM is not popular and widely adopted in India so far may be due to a lack of available performance studies imparting knowledge. Therefore, an attempt has been made in this study to prepare grouting material and develop the mix design consideration first. Further, CGBM characteristics as an alternative recarpeting and/or wearing course material in the Indian scenario based on laboratory and field evaluation in comparison with bituminous concrete mix that is conventional wearing course is explored. In this regard, a trial stretch of CGBM is constructed in the urban area, and field performance is ensured with the laboratory results. Test results reveal that the CGBM mix possesses higher Marshall stability, compressive strength, tensile strength, resilient modulus, better resistance against the moisture damage and oil spillage condition, and less temperature susceptible than the conventional bituminous concrete mix. This case study of CGBM overlay is substantially increasing the remaining service life of the pavement in terms of fatigue and rutting life.
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来源期刊
CiteScore
3.90
自引率
7.70%
发文量
31
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