基于NSGA-Ⅱ算法的废石及尾砂混合充填料配比优化
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高峰,艾浩泉,梁耀东,罗增武,熊信,周科平,杨根
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Optimization of Proportioning of Waste Rock and Tailings Mixed Filling Materials Based on NSGA-II Algorithm
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Feng GAO,Haoquan AI,Yaodong LIANG,Zengwu LUO,Xin XIONG,Keping ZHOU,Gen YANG
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表4 极差分析结果
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Table 4 Results of extreme analysis
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指标 | 因素 | A | B | C | D | 因素主次 |
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28 d抗压 强度/MPa | k1 | 2.486 | 5.386 | 2.991 | 3.255 | B>A>C>D | k2 | 3.393 | 3.585 | 3.249 | 3.862 | k3 | 3.516 | 2.876 | 3.765 | 3.604 | k4 | 4.608 | 2.155 | 3.998 | 3.282 | R | 2.122 | 3.231 | 1.007 | 0.607 | 泌水率/% | k1 | 13.75 | 10.18 | 12.64 | 13.23 | B>C>A>D | k2 | 12.51 | 11.35 | 12.72 | 11.47 | k3 | 12.46 | 14.24 | 11.02 | 12.32 | k4 | 11.41 | 14.36 | 13.75 | 13.11 | R | 2.34 | 4.18 | 2.73 | 1.76 | 坍落度/cm | k1 | 28.1 | 28.7 | 27.0 | 27.1 | A>D>B>C | k2 | 29.1 | 27.9 | 27.7 | 28.9 | k3 | 27.8 | 27.6 | 27.7 | 26.5 | k4 | 25.1 | 26.8 | 27.6 | 28.5 | R | 4.1 | 1.8 | 0.70 | 2.20 |
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