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Dry-lean concrete (DLC) lies below the wearing course of the rigid pavement section to overcome the major reasons for its failure,such as improper base support, seepage of underground water, and frost action. DLC is generally manufactured with a huge aggregate-to-cement ratio, which lies below the wearing course of the rigid pavement section. In this study, reclaimed asphalt pavement (RAP), a wastematerial, derived from the milling process of flexible pavement wearing course, has been used as a partial replacement of natural coarseaggregates in DLC made from portland pozzolana cement (PPC). Initially, the feasibility of using washed reclaimed asphalt pavement(WRAP) and comparing the results with dirty reclaimed asphalt pavement (DRAP) as a partial replacement of natural coarse aggregatehas been investigated. It was found that WRAP gave better results as compared to DRAP for satisfying DLC conditions. The reason isdemonstrated using SEM images showing variation in formation of CSH gel due to the presence of dust particles. Further, strength anddurability properties (acidic environment, water absorption, and alkalinity) were determined to check its durability of WRAP-incorporatedconcrete (WRAPC). The percentage of WRAP and DRAP was varied from 0%–50% by weight of natural aggregate. Also, nondestructivetests like ultrasonic pulse velocity (UPV) and rebound hammer test were performed to determine the quality and dynamic young’s modulus ofWRAPC. It was found that the optimal curing period and optimum WRAP addition were 21 days and 20% respectively. An equation has beendeveloped to determine the optimum moisture content (OMC) for varying percentage of moisture and RAP content. The equation wasvalidated with the results of researchers and a variation of only 3.3% was found. It was observed that 20% WRAP incorporated inDLC gives optimal results in terms of strength and durability. |
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