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Prediction of tunnel convergence using Artificial Neural Networks

机译:基于人工神经网络的隧道收敛预测

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摘要

This research intends to develop a method based on Artificial Neural Network (ANN) for prediction of convergence in tunnels. In this respect, data sets of the convergence monitored in different section of a tunnel and geomechanical and geological parameters obtained through site investigations and laboratory tests are introduced to an ANN model. This data is used to estimate the unknown non-linear relationship between the rock parameters and convergence. Tunnel convergence model is developed, calibrated and tested using the above data from the perspective of Ghomroud water conveyance tunnel in Iran. The dominating rock masses in this case are metamorphic and sedimentary and are considered to be of weak to fair quality. In this tunnel there were some problems due to the convergence and instability of the tun nel. The tunnel boring machine has had several stoppages including a few major delays related to being trapped in squeezing ground and also delays due to face collapses. In order to predict the tunnel conver gence a Multi-Layer Perceptron (MLP) analysis is used. A four-layer feed-forward back propagation neural network with topology 9-35-28-1 was found to be optimum. Simultaneously, the methods Radial Basis Function (RBF) analysis as another approach of ANN and Multi-Variable Regression (MVR) as a linear regression using statistical approach are used to analyze the problem and the results are compared. As a result, the MLP proposed model predicted values closer to the measured ones with an acceptable range of correlation. After the calibration and assessment of the ANN model, a parametric study is also carried out to estimate the intensity of the impact of the geological and rock mechanics parameters on tunnel convergence. It is observed that C, Φ, E and UCS parameters are the most effective factors and σ_t is the least effective one. Concluding remark is the proposed model appears to be a suitable tool for the predic tion of convergence in the unexcavated zones of the tunnel as well as in new tunnels to be excavated in the similar geological environment. The results show that an appropriately trained neural network can reliably predict the convergence in tunnels.
机译:本研究旨在开发一种基于人工神经网络(ANN)的隧道收敛预测方法。在这方面,将在隧道的不同区域中监控的收敛数据集以及通过现场调查和实验室测试获得的岩土力学和地质参数引入到ANN模型中。该数据用于估计岩石参数与收敛之间的未知非线性关系。从伊朗Ghomroud输水隧道的角度出发,利用以上数据开发,校准和测试了隧道收敛模型。在这种情况下,主要的岩体是变质的和沉积的,被认为是弱到中等质量的。由于隧道的收敛性和不稳定性,该隧道存在一些问题。隧道掘进机出现了几处停工现象,其中包括与困在挤土中有关的一些重大延误,以及由于工作面塌陷而造成的延误。为了预测隧道收敛,使用了多层感知器(MLP)分析。发现具有拓扑9-35-28-1的四层前馈反向传播神经网络是最佳的。同时,采用径向基函数(RBF)分析作为人工神经网络的另一种方法,采用多元回归(MVR)作为使用统计方法的线性回归方法来分析问题,并对结果进行比较。结果,MLP提出的模型预测值在可接受的相关范围内更接近于测量值。在对ANN模型进行校准和评估后,还进行了参数研究,以评估地质和岩石力学参数对隧道收敛的影响强度。可以看出,C,Φ,E和UCS参数是最有效的因素,而σ_t是最无效的因素。最后,建议的模型似乎是预测隧道未开挖区域以及在类似地质环境中要开挖的新隧道收敛的合适工具。结果表明,经过适当训练的神经网络可以可靠地预测隧道的收敛性。

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