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

被引:0
|
作者
Mahmoud, Ali [1 ]
Yuan, Xiaohui [2 ,3 ]
Yua, Yanbin [4 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430070, Peoples R China
[2] Huazhong Univ Sci & Technol, Sch Civil & Hydraul Engn, Wuhan 430074, Peoples R China
[3] China Three Gorges Univ, Hubei Prov Key Lab Operat & Control Cascaded Hydr, Yichang 44300, Peoples R China
[4] Wuhan Univ Technol, Sch Resource & Environm Engn, Wuhan 430070, Peoples R China
基金
中国国家自然科学基金;
关键词
Rockfill dam; Slope stability; Cost reduction; Multi-objective optimization; Hybrid ANFIS; SEEP; W; SLOP; NONDOMINATED SORTING APPROACH; STABILITY; ALGORITHM; UNCERTAINTIES; PREDICTION; ACCURACY; MODELS; SLOPE;
D O I
10.1007/s12205-021-1504-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:4913 / 4930
页数:18
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