CNN-LSTM模型在边坡可靠度分析中的应用
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荣光旭,李宗洋
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Application of CNN-LSTM Model in Slope Reliability Analysis
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Guangxu RONG,Zongyang LI
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表2 正交试验数据及RMSE结果
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Table 2 Orthogonal test data and RMSE results
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方案编号 | A | B | C | D | E | RMSE |
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1 | 8 | 8 | 5 | 5 | 0.3 | 0.2878 | 2 | 8 | 16 | 10 | 10 | 0.4 | 0.1366 | 3 | 8 | 32 | 15 | 15 | 0.5 | 0.1307 | 4 | 8 | 64 | 20 | 20 | 0.6 | 0.1150 | 5 | 16 | 8 | 10 | 15 | 0.6 | 0.1849 | 6 | 16 | 16 | 5 | 20 | 0.5 | 0.1266 | 7 | 16 | 32 | 20 | 5 | 0.4 | 0.1452 | 8 | 16 | 64 | 15 | 10 | 0.3 | 0.1632 | 9 | 32 | 8 | 15 | 20 | 0.4 | 0.1594 | 10 | 32 | 16 | 20 | 15 | 0.3 | 0.1438 | 11 | 32 | 32 | 5 | 10 | 0.6 | 0.1460 | 12 | 32 | 64 | 10 | 5 | 0.5 | 0.1512 | 13 | 64 | 8 | 20 | 10 | 0.5 | 0.0837 | 14 | 64 | 16 | 15 | 5 | 0.6 | 0.1648 | 15 | 64 | 32 | 10 | 20 | 0.3 | 0.1653 | 16 | 64 | 64 | 5 | 15 | 0.4 | 0.2099 |
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