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Pedram Sirati Moghadam
Department of Civil Engineering, Islamic Azad University, Bandaranzali Branch, Bandaranzali,
Civil Engineering, Building, Construction & Architecture

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Fuzzy and Classical MCDM Techniques to Rank the Slope Stabilization Methods in a Rock-Fill Reservoir Dam Sina Shafiee Haghshenas; Reza Mikaeil; Sami Shaffiee Haghshenas; Masoud Zare Naghadehi; Pedram Sirati Moghadam
Civil Engineering Journal Vol 3, No 6 (2017): June
Publisher : Salehan Institute of Higher Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1065.112 KB) | DOI: 10.28991/cej-2017-00000099

Abstract

Slope stabilization is one of the most crucial tasks in rock-fill reservoir dam projects to prevention of erosion and destruction of upstream and downstream slopes. Inappropriate choice and design of the protection can cause irreparable damages imposing additional costs and time to the project. In this paper, the body slope ranking is conducted by using the classical and fuzzy multi-criteria decision making approaches specifically VIKOR and Fuzzy-TOPSIS methods. To this aim, eight important and effective criteria were considered to select the most appropriate cover among five most common ones for protecting and conserving body slope of the rock-fill dams. The study was conducted on a dam in Bijar city located in the province of Guilan, the north of Iran. According to results of a comparative analysis using fuzzy and classical MCDM techniques, the concrete facing cover and the soil-cement cover have placed at the highest and lowest ranks to protect the body of the dam, respectively, suggested by both employed methods.
Co-Authors Masoud Zare Naghadehi Reza Mikaeil Sami Shaffiee Haghshenas Sina Shafiee Haghshenas