article.page.titleprefix
Optimum Cost Prediction of Reinforced Concrete Cantilever Retaining Walls

dc.contributor.authorAkış, Ebru
dc.date.accessioned2023-12-08T14:28:53Z
dc.date.available2023-12-08T14:28:53Z
dc.date.issued2023-09-22
dc.descriptionOpen Access, Published by Buildings, https://doi.org/10.3390/buildings13102409, Ebru Akis, Civil Engineering Department, Atılım University, 06830 Ankara, Turkey.
dc.description.abstractReinforced concrete cantilever retaining walls (RCCRWs) are widely used in civil engineering projects as a common type of retaining structure. The design of these structures focuses on ensuring safety against various failure scenarios and compliance with standard building code requirements. This research aims to enhance the design process of RCCRWs by developing a specific code and optimizing it through a metaheuristic-based algorithm. In this study, the cost prediction of RCCRWs is also investigated through a parametric study involving key variables such as wall height, seismic zone, backfill material properties, and backfill inclination angle. To achieve this, non-linear regression analysis is employed to establish an empirical correlation, enabling cost estimation for optimized RCCRWs. The resulting prediction equation is simple to use, requiring only limited inputs. Therefore, it can be applied during the initial stages of a project, making a valuable contribution in determining approximate costs for RCCRW projects.
dc.identifier.citationhttp://hdl.handle.net/20.500.14411/1856
dc.identifier.issn2075-5309
dc.identifier.urihttps://doi.org/10.3390/buildings13102409
dc.language.isoen
dc.publisherBuildings
dc.relation.ispartofseries13; 10
dc.subjectCost prediction, optimization, optimum design, regression analyses, reinforced concrete cantilever walls
dc.titleOptimum Cost Prediction of Reinforced Concrete Cantilever Retaining Walls
dc.typeArticle
dspace.entity.typeArticle

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