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Recurrent neural networks and proper orthogonal decomposition with interval data for real-time predictions of mechanised tunnelling processes

机译:递归神经网络和带间隔数据的适当正交分解,用于机械隧道过程的实时预测

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A surrogate modelling strategy for predictions of interval settlement fields in real time during machine driven construction of tunnels, accounting for uncertain geotechnical parameters in terms of intervals, is presented in the paper. Artificial Neural Network and Proper Orthogonal Decomposition approaches are combined to approximate and predict tunnelling induced time variant surface settlement fields computed by a process-oriented finite element simulation model. The surrogate models are generated, trained and tested in the design (offline) stage of a tunnel project based on finite element analyses to compute the surface settlements for selected scenarios of the tunnelling process steering parameters taking uncertain geotechnical parameters by means of possible ranges (intervals) into account. The resulting mappings of time constant geotechnical interval parameters and time variant deterministic steering parameters onto the time variant interval settlement field are solved offline by optimisation and online by interval analyses approaches using the midpoint-radius representation of interval data. During the tunnel construction, the surrogate model is designed to be used in real-time to predict interval fields of the surface settlements in each stage of the advancement of the tunnel boring machine for selected realisations of the steering parameters to support the steering decisions of the machine driver.
机译:提出了一种替代建模策略,用于隧道机械驱动施工过程中实时预测间隔沉降场,考虑了间隔方面不确定的岩土参数。人工神经网络和适当的正交分解方法相结合,以近似和预测由面向过程的有限元模拟模型计算出的隧道诱发时变表面沉降场。在有限元分析的基础上,在隧道项目的设计(离线)阶段生成,训练和测试替代模型,以通过可能的范围(间隔),采用不确定的岩土参数来计算隧道过程控制参数选定场景的地表沉降)。将时间常数岩土工程间隔参数和时变确定性转向参数映射到时变间隔沉降域上的方法是通过优化离线求解,而通过使用间隔数据的中点半径表示的间隔分析方法可以在线求解。在隧道施工过程中,代理模型被设计为实时使用,以预测隧道掘进机前进的每个阶段中地表沉降的间隔场,以选择控制参数的实现方式,以支持隧道控制决策。机器驱动程序。

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