Evaluation of commercial and scrap tyre cellular reinforcement infilled with demolition waste for granular sub-base of flexible pavements: A sustainable approach

IF 4.8 Q2 TRANSPORTATION
Mohan Badiger, Mamatha K.H., Dinesh S.V.
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引用次数: 0

Abstract

Nowadays, the use of geocell is gaining more importance in pavement industry as it offers improved performance through confinement and tensioned membrane actions. In recent years, solid waste management seeks greater attention as it poses serious issues related to their disposal, health, and environmental hazards. Effective recycling and reuse of these wastes could be a viable and economical approach towards sustainable construction. In this regard, two such wastes (scrap tyres and construction and demolition (C&D) waste) are investigate. The recycled concrete aggregates (RCAs) obtained from the C&D waste are used as granular sub-base (GSB) material, and its performance is compared with conventional crushed aggregates (CCAs). Scrap tyre is used as cellular reinforcement (recycled tyre cell (RTC)), and its effectiveness as a reinforcing material is compared with the commercial cellular reinforcement (commercially available geocell (CGC)). The study involves construction of laboratory pavement sections under unreinforced and reinforced conditions and testing under repeated loading. The pavement sections supplemented with CGC and RTC reinforcement shows reduced permanent deformation by 27%, 33% and 30%, 35%, respectively, for CCA and RCA infill materials. The comparable performance of RCA with CCA is attributed to the self-cementation effect offered by the adhered residual cement mortar. With CGC and RTC reinforcement, the residual pressure at the subgrade level reduces by 30% and 37%, respectively. The provision of cellular reinforcement improves the stress distribution angle, and the highest improvement is observed in case of RTC. The improved behaviour with RTC is due to the larger strip thickness and tensile strength of recycled tyre strip than those used in the preparation of CGC. Irrespective of the infill material, higher strains are experienced under the loading zone than the neighbouring cells. Overall, the study promotes the use of scrap tyres and RCAs in bulk volume for pavement construction, offering an eco-friendly, cost-effective, sustainable, and long-lasting pavements.
评估用拆迁废料填充的商用和报废轮胎蜂窝加固材料在柔性路面颗粒基层中的应用:可持续方法
如今,土工格室的使用在路面工业中越来越重要,因为它通过约束和张拉膜的作用提供了更好的性能。近年来,固体废物管理引起了更大的关注,因为它构成了与固体废物处置、健康和环境危害有关的严重问题。有效地回收和再利用这些废物可能是实现可持续建筑的可行和经济的方法。在这方面,正在调查两种废物(废轮胎和建筑和拆除废物)。将从C&;D废料中获得的再生混凝土骨料(RCAs)作为颗粒亚基(GSB)材料,并将其性能与常规破碎骨料(CCAs)进行比较。将废旧轮胎作为蜂窝加固材料(再生轮胎单元格(RTC)),并将其作为加固材料的有效性与商用蜂窝加固材料(市售土工单元格(CGC))进行了比较。该研究包括在未加筋和加筋条件下的实验室路面路段的施工,以及在重复荷载下的测试。添加CGC和RTC加固的路面路段,CCA和RCA填充材料的永久变形分别减少27%、33%和30%、35%。RCA与CCA具有相当的性能,主要是由于胶结残余水泥砂浆的自胶结作用。CGC和RTC加固后,路基面上残余压力分别降低30%和37%。胞体加固改善了应力分布角,其中RTC的改善效果最大。RTC的性能改善是由于再生轮胎带的厚度和抗拉强度比制备CGC所用的带大。无论填充材料如何,加载区下的应变都比邻近的单元高。总的来说,这项研究提倡在路面建设中大量使用废旧轮胎和rca,提供环保、经济、可持续和持久的路面。
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来源期刊
International Journal of Transportation Science and Technology
International Journal of Transportation Science and Technology Engineering-Civil and Structural Engineering
CiteScore
7.20
自引率
0.00%
发文量
105
审稿时长
88 days
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