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      KCI등재 SCIE SCOPUS

      Hybrid Meta-heuristic Adaptive Fuzzy Inference Systems in Rockfill Dam Multi-objective Shape Optimization

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      https://www.riss.kr/link?id=A107922360

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      다국어 초록 (Multilingual Abstract)

      This study aims to approach the optimal design of the Sardasht rockfill dam, while two classic and three hybrid meta-heuristic adaptive nero-fuzzy inference systems (ANFIS) are utilized to estimate the seepage and factor of safety (FOS) according to t...

      This study aims to approach the optimal design of the Sardasht rockfill dam, while two classic and three hybrid meta-heuristic adaptive nero-fuzzy inference systems (ANFIS) are utilized to estimate the seepage and factor of safety (FOS) according to the simulated values within SEEP/W and SLOP/W. The ANFIS is trained with classic gradient distance (CGD), hybrid back propagation and least square algorithm (BP&LS), particle swarm optimization (PSO), genetic algorithm (GA), and firefly optimization algorithm (FA). The non-dominated sorting genetic algorithm-III (NSGA-III) is employed to handle the multi-objective problem when the dam's construction cost, seepage, and FOS are considered as objective functions. Thus, besides an extensive comparison among classic and hybrid meta-heuristic ANFISs, their influences on optimization results are investigated. Comparing the outcomes of ANFISs based on several statistical criteria and the Mann-Whitney test reveals that all ANFISs can estimate the seepage and FOS, and there is no significant difference between estimated and simulated values at 99% confidence level for all ANFISs. Nonetheless, hybrid meta-heuristic ANFISs report higher confidence than ANFIS-CGD and ANFIS-BP&LS, while the PSO improved the confidence of ANFIS more than other algorithms. The NSGA-III is executed 100 times, and optimization results are investigated in terms of the Hypervolume metric. It is found that utilizing meta-heuristic ANFISs, increases the convergence corresponding to the optimal Pareto front by 22.5%. Eventually, the NSGA-III provides two hundred optimal designs, all of which dominate the original design of the Sardasht dam.

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      참고문헌 (Reference)

      1 Celarec D, "The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings" 52 : 340-354, 2013

      2 Moayedi H, "The feasibility of three prediction techniques of the artificial neural network, adaptive neuro-fuzzy inference system, and hybrid particle swarm optimization for assessing the safety factor of cohesive slopes" 8 (8): 391-, 2019

      3 Zhong D, "Technology and application of real-time compaction quality monitoring for earth-rockfill dam construction in deep narrow valley" 90 : 23-38, 2018

      4 Kennedy J, "Swarm intelligence" Morgan Kaufmann Publishers 2001

      5 Karimi H, "Stability of slope and seepage analysis in earth fills dams using numerical models(Case Study : Ilam DAM-Iran)" 21 (21): 1398-1402, 2013

      6 Yu Y, "Stability of earth–rockfill dams : Influence of geometry on the three-dimensional effect" 32 (32): 326-339, 2005

      7 Fawaz A, "Slope stability analysis using numerical modelling" 2 (2): 60-67, 2014

      8 Krahn J, "Seepage modeling with SEEP/W: An engineering methodology" GEO-SLOPE International Ltd 2004

      9 Yuan X, "Second-order cone programming for solving unit commitment strategy of thermal generators" 76 : 20-25, 2013

      10 Castaldo P, "Safety formats for non-linear finite element analysis of reinforced concrete structures, discussion, comparison and proposals" 193 : 136-153, 2019

      1 Celarec D, "The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings" 52 : 340-354, 2013

      2 Moayedi H, "The feasibility of three prediction techniques of the artificial neural network, adaptive neuro-fuzzy inference system, and hybrid particle swarm optimization for assessing the safety factor of cohesive slopes" 8 (8): 391-, 2019

      3 Zhong D, "Technology and application of real-time compaction quality monitoring for earth-rockfill dam construction in deep narrow valley" 90 : 23-38, 2018

      4 Kennedy J, "Swarm intelligence" Morgan Kaufmann Publishers 2001

      5 Karimi H, "Stability of slope and seepage analysis in earth fills dams using numerical models(Case Study : Ilam DAM-Iran)" 21 (21): 1398-1402, 2013

      6 Yu Y, "Stability of earth–rockfill dams : Influence of geometry on the three-dimensional effect" 32 (32): 326-339, 2005

      7 Fawaz A, "Slope stability analysis using numerical modelling" 2 (2): 60-67, 2014

      8 Krahn J, "Seepage modeling with SEEP/W: An engineering methodology" GEO-SLOPE International Ltd 2004

      9 Yuan X, "Second-order cone programming for solving unit commitment strategy of thermal generators" 76 : 20-25, 2013

      10 Castaldo P, "Safety formats for non-linear finite element analysis of reinforced concrete structures, discussion, comparison and proposals" 193 : 136-153, 2019

      11 Cui Y, "Review : Multi-objective optimization methods and application in energy saving" 125 : 681-704, 2017

      12 Cai X, "Research on shape optimization of CSG dams" 4 (4): 445-454, 2011

      13 Ahmad A, "Reassessment of an earth fill dam using finite element method and limit equilibrium method(Case study of Latamber Dam, Pakistan)" 71 : 87-102, 2020

      14 Fattahi H, "Prediction of slope stability using adaptive neuro-fuzzy inference system based on clustering methods" 8 (8): 163-177, 2017

      15 Mohammadi M, "Optimization of earth dams clay core dimensions using evolutionary algorithms" 3 (3): 350-361, 2013

      16 Xu YQ, "Optimal hydraulic design of earth dam cross section using saturated-unsaturated seepage flow model" 26 (26): 1-7, 2003

      17 Srinivas N, "Multi-objective optimization using nondominated sorting in genetic algorithms" 2 (2): 221-248, 1994

      18 Safari S, "Multi-objective optimization of solid oxide fuel cell/gas turbine combined heat and power system : A comparison between particle swarm and genetic algorithms" 44 (44): 9001-9020, 2020

      19 Mahmoud A, "Interpolation accuracy of hybrid soft computing techniques in estimating discharge capacity of triangular labyrinth weir" 9 : 6769-6785, 2021

      20 Zounemat-Kermani M, "Hybrid metaheuristics artificial intelligence models in simulating discharge passing the piano key weirs" 569 : 12-21, 2019

      21 Iran Water & Power Resources Co., "Geotechnical report of Sardasht Dam" Iran Water & Power Resources Co 2012

      22 Holland JH, "Genetic algorithms" 267 (267): 66-73, 1992

      23 Chiu SL, "Fuzzy model identification based on cluster estimation" 2 (2): 267-278, 1994

      24 Yang XS, "Firefly algorithms for multimodal optimization" 5792 : 2009

      25 Karanki DR, "Epistemic and aleatory uncertainties in integrated deterministic and probabilistic safety assessment : Tradeoff between accuracy and accident simulations" 162 : 91-102, 2017

      26 U.S. Army Corps of Engineers (USACE), "Engineering and design: General design and construction considerations for earth and rock-fill dams. No. EM 111 0-2-2300"

      27 Novaković A, "Development of neuro-fuzzy model for dam seepage analysis" 2 (2): 133-136, 2014

      28 Arshad I, "Comparison of SEEP/W simulations with field observations for seepage analysis through an earthen dam(Case Study : Hub Dam-Pakistan)" 1 (1): 57-70, 2014

      29 Xue X, "Application of adaptive neuro-fuzzy inference system for prediction of internal stability of soils" 23 (23): 153-171, 2019

      30 Ghoddosy H, "Application of SCE and LINGO11 in earth dam dimensions optimization" 42 (42): 233-242, 2018

      31 Chopard B, "An introduction to metaheuristics for optimization" Springer 2018

      32 Mahmoud A, "An improved multi-objective particle swarm optimization with TOPSIS and fuzzy logic for optimizing trapezoidal labyrinth weir" 9 : 25458-25472, 2021

      33 Deb K, "An evolutionary many-objective optimization algorithm using reference-point-based nondominated sorting approach, Part I : Solving problems with box constraints" 18 (18): 577-601, 2014

      34 Jain H, "An evolutionary many-objective optimization algorithm using reference point based non-dominated sorting approach, Part II : Handling constraints and extending to an adaptive approach" 18 (18): 602-622, 2014

      35 Jang JSR, "ANFIS : Adaptive-network-based fuzzy inference system" 23 (23): 665-685, 1993

      36 Wu ZY, "A reliability-based approach to evaluating the stability of high rockfill dams using a nonlinear shear strength criterion" 51 : 42-49, 2013

      37 While L, "A faster algorithm for calculating hypervolume" 10 (10): 29-38, 2006

      38 Deb K, "A fast and elitist multi-objective genetic algorithm : NSGA-II" 6 (6): 182-197, 2002

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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