Design of two-layer roller compacted concrete with joints by KENSLAB

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dc.authorscopusidHaneen Mohammed / 57220731354
dc.authorwosidHaneen Mohammed / 5AEU-3037-2022
dc.contributor.authorMohammed, Haneen
dc.contributor.authorHacham, Zainab
dc.contributor.authorThom, Nick
dc.contributor.authorDawson, Andrew
dc.date.accessioned2025-05-09T12:42:06Z
dc.date.available2025-05-09T12:42:06Z
dc.date.issued2024
dc.departmentİstinye Üniversitesi, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractRoller compacted concrete (RCC) is a type of rigid pavement that is designed in a similar way to conventional concrete pavements reflecting its mode of failure. The thickness design of RCC pavements is based on keeping the flexural stresses and fatigue damage in the pavement caused by wheel loads within allowable limits. As in all jointed concrete pavements, there is a greater effect from loads placed along edges and less at interior locations in the pavement. Joints in RCC pavement are clearly critical areas and form weak points. RCC is typically constructed with saw-cut joints to prevent random cracking, improve the appearance of the pavement surface, and maintain the highest possible load transfer across the joints. This paper presents an approach to designing the thickness of a two-layer RCC with induced cracks (i.e., joints) based on load transfer stiffness and fatigue damage, using the KENSLAB program to obtain pavement life, predict joint deterioration, and pavement damage. © The Author(s) 2024.
dc.description.sponsorshipThe support from the Higher Committee of Education Development (HCED) in Iraq by providing a scholarship for this research is gratefully acknowledged. The author also acknowledges the support of the technical staff of the Nottingham Transportation Engineering Centre (NTEC) at the University of Nottingham.
dc.identifier.citationMohammed, H., Hacham, Z., Thom, N., & Dawson, A. (2024). Design of Two-Layer Roller Compacted Concrete with Joints by KENSLAB. Transportation Research Record, 03611981241277821.
dc.identifier.doi10.1177/03611981241277821
dc.identifier.issn03611981
dc.identifier.scopusqualityQ2
dc.identifier.urihttp://dx.doi.org/10.1177/03611981241277821
dc.identifier.urihttps://hdl.handle.net/20.500.12713/7250
dc.identifier.wosWOS:001348773100001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakScopus
dc.indekslendigikaynakWeb of Science
dc.institutionauthorHaneen, Mohammed
dc.institutionauthoridHaneen Mohammed / 0000-0002-8995-9132
dc.language.isoen
dc.publisherSAGE Publications Ltd
dc.relation.ispartofTransportation Research Record
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectConcrete Materials
dc.subjectİnfrastructure
dc.titleDesign of two-layer roller compacted concrete with joints by KENSLAB
dc.typeArticle

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