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AxiomsVolume 12, Issue 6, June 2023, Article number 573

An Intelligent Fuzzy MCDM Model Based on D and Z Numbers for Paver Selection: IMF D-SWARA—Fuzzy ARAS-Z Model(Article)(Open Access)

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  • aFaculty of Technical Sciences, University of Novi Sad, Trg Dositeja Obradovića 6, Novi Sad, 21000, Serbia
  • bInstitute of Sustainable Construction, Vilnius Gediminas Technical University, Saulėtekio al. 11, Vilnius, 10223, Lithuania
  • cFaculty of Transport and Traffic Engineering Doboj, University of East Sarajevo, Vojvode Mišića 52, Doboj, 74000, Bosnia and Herzegovina
  • dStatistics and Operations Research Department, College of Science, King Saud University, Riyadh, 11451, Saudi Arabia
  • eMechanical Engineering Department, Libyan Academy, Misurata, 2429, State of Libya

Abstract

One of the most important challenges when building road infrastructure is the selection of appropriate mechanization, on which the efficiency of construction and the life of exploitation depends largely. As construction machinery, pavers occupy a significant place in civil engineering projects, so their selection, depending on a road category, is a very important activity. The objective of this paper is to develop an intelligent Fuzzy MCDM (Multi-Criteria Decision-Making) model, which consists of the integration of D and Z numbers for the selection of construction machinery. The IMF D-SWARA (Improved Fuzzy D Step-Wise Weight Assessment Ratio Analysis) method was used to determine weighting coefficients. A novel Fuzzy ARAS-Z (Additive Ratio Assessment) method has been developed to determine an adequate paver for a lower category of roads (asphalt width up to 5 m), which represents an important contribution and novelty of the paper. A total of 10 alternatives were evaluated based on 16 criteria which were classified into 4 main groups. The results have shown that the alternative A8—SUPER 1300-3 represents a paver with the best characteristics for the considered set of parameters. After that, verification tests were calculated, and they include a comparative analysis with four other MCDM methods based on Z numbers, a change in the normalization procedure, and the impact of changing the size of an initial fuzzy matrix. The tests showed the stability of the developed model with negligible deviations. © 2023 by the authors.

Author keywords

90B2090B2090b50constructionfuzzy ARAS-ZMCDMpaverroad infrastructureZ numbers

Funding details

Funding sponsor Funding number Acronym
King Saud UniversityRSP2023R323KSU
  • 1

    The authors extend appreciation to King Saud University for support to this work through Researchers supporting project number (RSP2023R323), King Saud University, Riyadh, Saudi Arabia.

  • ISSN: 20751680
  • Source Type: Journal
  • Original language: English
  • DOI: 10.3390/axioms12060573
  • Document Type: Article
  • Publisher: MDPI

  Zavadskas, E.K.; Institute of Sustainable Construction, Vilnius Gediminas Technical University, Saulėtekio al. 11, Vilnius, Lithuania;
© Copyright 2023 Elsevier B.V., All rights reserved.

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