Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest

Water seepage (WS) is a paramount defect during tunnel operation and directly affects the operational safety of tunnels. Effectively predicting and diagnosing WS are problems that urgently need to be solved. This paper presents a standard and an evaluation index system for WS grades and constructs a...

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Main Authors: Liu, Yang, Chen, Hongyu, Zhang, Limao, Wang, Xianjia
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
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Online Access:https://hdl.handle.net/10356/153884
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1538842022-06-03T02:47:17Z Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest Liu, Yang Chen, Hongyu Zhang, Limao Wang, Xianjia School of Civil and Environmental Engineering Engineering::Civil engineering Operational Tunnels Water Seepage Water seepage (WS) is a paramount defect during tunnel operation and directly affects the operational safety of tunnels. Effectively predicting and diagnosing WS are problems that urgently need to be solved. This paper presents a standard and an evaluation index system for WS grades and constructs a sample dataset from monitoring recoreds for demonstration purposes. First, we use bootstrap resampling to build a random forest (RF) seepage risk prediction model. Second, the optimal branch and parameters are selected by the 5-fold cross-validation method to establish the RF prediction training model. Additionally, to illustrate the effectiveness of the method, the operational stage of Wuhan Metro Line 3 in China is taken as a case study. The results conclude that the segment spalling area, crack width, and loss rate of the rebar cross-section have a strong influence on WS. Finally, the test data are predicted, and the prediction result error index is calculated. Compared with the predictions of some traditional machine learning methods, such as support vector machines and artificial neural networks, RF prediction has the highest accuracy and is the closest to the true value, which demonstrates the accuracy of the model and its application potential. Published version This work is supported by the Nation Natural Science Foundation of China (Grant Nos. 72031009, 71871171), the Construction Science and Technology Plan Project of Hubei Province (Grant No. 202041) and Zhongnan Hospi-tal of Wuhan University Science, Technology and Innova-tion Seed Fund, Project CXPY2020013 2022-06-03T02:47:17Z 2022-06-03T02:47:17Z 2021 Journal Article Liu, Y., Chen, H., Zhang, L. & Wang, X. (2021). Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest. Journal of Civil Engineering and Management, 27(7), 539-552. https://dx.doi.org/10.3846/jcem.2021.14901 1392-3730 https://hdl.handle.net/10356/153884 10.3846/jcem.2021.14901 2-s2.0-85117325725 7 27 539 552 en Journal of Civil Engineering and Management © 2021 The Author(s). Published by Vilnius Gediminas Technical University. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unre-stricted use, distribution, and reproduction in any medium, provided the original author and source are credited. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
Operational Tunnels
Water Seepage
spellingShingle Engineering::Civil engineering
Operational Tunnels
Water Seepage
Liu, Yang
Chen, Hongyu
Zhang, Limao
Wang, Xianjia
Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest
description Water seepage (WS) is a paramount defect during tunnel operation and directly affects the operational safety of tunnels. Effectively predicting and diagnosing WS are problems that urgently need to be solved. This paper presents a standard and an evaluation index system for WS grades and constructs a sample dataset from monitoring recoreds for demonstration purposes. First, we use bootstrap resampling to build a random forest (RF) seepage risk prediction model. Second, the optimal branch and parameters are selected by the 5-fold cross-validation method to establish the RF prediction training model. Additionally, to illustrate the effectiveness of the method, the operational stage of Wuhan Metro Line 3 in China is taken as a case study. The results conclude that the segment spalling area, crack width, and loss rate of the rebar cross-section have a strong influence on WS. Finally, the test data are predicted, and the prediction result error index is calculated. Compared with the predictions of some traditional machine learning methods, such as support vector machines and artificial neural networks, RF prediction has the highest accuracy and is the closest to the true value, which demonstrates the accuracy of the model and its application potential.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Liu, Yang
Chen, Hongyu
Zhang, Limao
Wang, Xianjia
format Article
author Liu, Yang
Chen, Hongyu
Zhang, Limao
Wang, Xianjia
author_sort Liu, Yang
title Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest
title_short Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest
title_full Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest
title_fullStr Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest
title_full_unstemmed Risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest
title_sort risk prediction and diagnosis of water seepage in operational shield tunnels based on random forest
publishDate 2022
url https://hdl.handle.net/10356/153884
_version_ 1735491216596795392