Prediction of maximum surface settlement caused by earth pressure balance (EPB) shield tunneling with ANN methods

• Published in: Soils and foundations Vol. 59; no. 2; pp. 284 - 295
• Main Authors: Chen, Ren-Peng, Zhang, Pin, Kang, Xin, Zhong, Zhi-Quan, Liu, Yuan, Wu, Huai-Na
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.04.2019
• Subjects: EPB shield; Field instrumentation; Neural network; Settlement prediction; Tunnel; EPB shield; Settlement prediction; Tunnel; Neural network; Field instrumentation
• ISSN: 0038-0806
• DOI: 10.1016/j.sandf.2018.11.005

In order to determine the appropriate model for predicting the maximum surface settlement caused by EPB shield tunneling, three artificial neural network (ANN) methods, back-propagation (BP) neural network, the radial basis function (RBF) neural network, and the general regression neural network (GRNN), were employed and the results were compared. The nonlinear relationship between maximum ground surface settlements and geometry, geological conditions, and shield operation parameters were considered in the ANN models. A total number of 200 data sets obtained from the Changsha metro line 4 project were used to train and validate the ANN models. A modified index that defines the physical significance of the input parameters was proposed to quantify the geological parameters, which improves the prediction accuracy of ANN models. Based on the analysis, the GRNN model was found to outperform the BP and RBF neural networks in terms of accuracy and computational time. Analysis results also indicated that strong correlations were established between the predicted and measured settlements in GRNN model with MAE = 1.10, and RMSE = 1.35, respectively. Error analysis revealed that it is necessary to update datasets during EPB shield tunneling, though the database is huge.