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Prediction analysis of strata deformation by subway engineering based on artificial intelligence theory

机译:基于人工智能理论的地铁工程地层变形预测分析

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Because the complication of subway engineering and uncertainty of influencing factors, traditional prediction methods of strata deformation by subway engineering are far from accuracy. In this paper, Visual C++6.0 is adopted to combine FLAC3D based on finite difference method with artificial neural network, to construct the artificial analysis method connecting normal analysis with back analysis. In normal analysis, soil parameters are generated by the random method considering the uncertainty of soil inherent properties, which also validates the prediction capacity of ANN on uncertainty. Comparing the predicting vertical and horizontal displacement by improved back analysis neural network (MBP) with the corresponding observed values, this paper concluded that the maximum and minimum error of vertical displacement is 9.75% and 0.18% respectively, and those of horizontal displacement is 8.92% and 0.08% respectively, which proved the scientificity and accuracy of the artificial intelligence theory applied on predicting strata deformation by construction of subway engineering.
机译:由于地铁工程的复杂性和影响因素的不确定性,传统的地铁工程地层变形预测方法远非准确性。本文采用Visual C ++ 6.0,将基于有限差分法的FLAC3D与人工神经网络相结合,构建了将正态分析与反向分析相结合的人工分析方法。在正常分析中,考虑土壤固有性质的不确定性,通过随机方法生成土壤参数,这也验证了人工神经网络对不确定性的预测能力。将改进的反向分析神经网络(MBP)预测的垂直和水平位移与相应的观测值进行比较,得出结论:垂直位移的最大和最小误差分别为9.75%和0.18%,水平位移的误差为8.92%分别为0.08%和0.08%,证明了人工智能理论在地铁工程建设中预测地层变形中的科学性和准确性。

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