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Subsidence Displacement Prediction of Underground Engineering on the Basis of FLAC3D and ANN

机译:基于FLAC3D和ANN的地下工程沉陷位移预测。

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摘要

Because the problem of estimating the settlement of underground engineering is very complex and not yet entirely understood, traditional methods of settlement prediction of underground engineering are far from accurate and consistent. In this paper, combining FLAC3D based on finite difference method with manual neural network adopted by Visual C++6.0, it constructed the analysis method by connecting direct computation with back analysis. At the same time, in the direct computation, soil parameters are generated by the random method to avoid the disturbance of artificial factors, which reflected the uncertainty of soil inherent property and the prediction capacity of ANN on uncertainty. Comparing the prediction by improved MBP neural network with observed values, the maximum and minimum error is 27.7% and 0.26% respectively, which proved that the scientificity and accuracy of associated application of ANN with FLAC3D on predicting subsidence displacement by underground engineering, and it is supplied that scientific evidence to reduce damages of ground existing structures induced by underground construction.
机译:由于估计地下工程沉降的问题非常复杂并且尚未完全理解,因此传统的地下工程沉降预测方法远非准确一致。本文将基于有限差分法的FLAC3D与Visual C ++ 6.0采用的人工神经网络相结合,将直接计算与反分析相结合,构造了分析方法。同时,在直接计算中,采用随机方法生成土壤参数,以避免人为因素的干扰,这反映了土壤固有性质的不确定性和人工神经网络对不确定性的预测能力。将改进的MBP神经网络的预测值与观测值进行比较,最大误差和最小误差分别为27.7%和0.26%,证明了ANN与FLAC3D联合应用在地下工程沉降沉降预测中的科学性和准确性。提供了科学证据以减少地下建筑对地面现有结构的破坏。

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