DSpace logo

Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/7852
Full metadata record
DC FieldValueLanguage
dc.contributor.authorSrivastava, Anshuman-
dc.date.accessioned2022-12-13T11:44:27Z-
dc.date.available2022-12-13T11:44:27Z-
dc.date.issued2020-09-
dc.identifier.urihttps://ascelibrary.org/doi/10.1061/%28ASCE%29MT.1943-5533.0003339-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7852-
dc.description.abstractDry-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.en_US
dc.language.isoenen_US
dc.publisherASCEen_US
dc.subjectCivil Engineeringen_US
dc.subjectPortland pozzolana cement (PPC)en_US
dc.subjectDry-lean concrete (DLC)en_US
dc.subjectOptimum moisture content (OMC)en_US
dc.subjectReclaimed asphaltpavement (RAP)en_US
dc.titleFeasibility Study on Use of Washed-Reclaimed Asphalt as a Partial Replacement of Natural Aggregate in Dry-Lean Concrete as Base Course for Rigid Pavementen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.