Uncertainty analysis of the gravity dam s stability using fuzzy set theory (a case study on Folsom dam)
Publish place: 5th Dams and Tunnels conference & Exhibition in iran
Publish Year: 1397
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
DTCE05_074
تاریخ نمایه سازی: 31 اردیبهشت 1398
Abstract:
This paper introduces a methodology for uncertainty analysis in gravity dams stability analysis drawing on the fuzzy set theory. For this purpose, the uncertainty analysis and risk identification of stability of Folsom gravity dam has been discussed using fuzzy sets theory with α-cut methodand ANSYS, CADAM software. The results of uncertainty analysis showed that the crisp safety factors might be highly affected by the input uncertainties. For instance,±10% uncertainty in the design parameters could result in about -267.57 to +83.24% uncertainty in the maximum tensile stress in the heel of dam.
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Authors
Fakhreddin Moradi Kia
Civil Engineering, Karbala construction headquarters, Iran
Maryam Kaboodeh
hydrology and water resource engineering Department of Shahid Chamran University, Ahvaz, Iran
Ali Gheybi
Civil Engineering, Karbala construction headquarters, Iran