Comprehensive deformation study in the new Austrian tunneling technique tunnel utilising artificial neural network model

Ground deformation during tunneling projects is one of the complicated concerns that must be constantly monitored to prevent unanticipated damages and human losses. In addition to conventional approaches, several intelligent methods, like ANN, have recently been used for different tunnel challenges...

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Main Authors: Shubham Kanojiya, Gopal Krishna Mehta
Format: Article
Language:English
Published: Universidad de Santander 2024-01-01
Series:AiBi Revista de Investigación, Administración e Ingeniería
Subjects:
Online Access:https://revistas.udes.edu.co/aibi/article/view/3631
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author Shubham Kanojiya
Gopal Krishna Mehta
author_facet Shubham Kanojiya
Gopal Krishna Mehta
author_sort Shubham Kanojiya
collection DOAJ
description Ground deformation during tunneling projects is one of the complicated concerns that must be constantly monitored to prevent unanticipated damages and human losses. In addition to conventional approaches, several intelligent methods, like ANN, have recently been used for different tunnel challenges. Geological elements such as thrust zones, folded rock sequences, shear zones, rock cover, in-situ tensions, water ingress, gas ingress, geothermal gradient, and significant seismicity all present difficulties during digging. These difficulties have a substantial influence on the routine functioning of the tunnel as well as traffic safety. To address these issues, the authors recommended using ANNs from many elements of tunnel engineering. The new Austrian tunneling technique (NATM) has shown to be a highly affordable and versatile mode of construction, and as a result, it has become the most common tunneling construction method utilized in the building of the double-arched tunnel. In this work, the MATLAB program was utilized to generate the results, which comprised training and testing datasets. The experimental results demonstrate that the suggested model's values for R2, Bias, Mean Absolute Percentage Error (MAPE) and Root Mean Squared Error (RMSE), with training data are 18.56, 0.98, 1.05, and 0.08, respectively. The suggested RMSE, R2, Bias, and MAPE values for the test dataset were 19.89, 0.98, 1.05, and 0.09.
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spelling doaj-art-d6dbed25b2bd47efb9ff76d30f069ae02025-08-20T02:38:15ZengUniversidad de SantanderAiBi Revista de Investigación, Administración e Ingeniería2346-030X2024-01-0112110.15649/2346030X.3631Comprehensive deformation study in the new Austrian tunneling technique tunnel utilising artificial neural network modelShubham Kanojiya0https://orcid.org/0000-0003-4753-6411Gopal Krishna Mehta1https://orcid.org/0000-0003-3327-0042Shri Venkateshwara University - Uttar Pradesh, IndiaShri Venkateshwara University - Uttar Pradesh, India Ground deformation during tunneling projects is one of the complicated concerns that must be constantly monitored to prevent unanticipated damages and human losses. In addition to conventional approaches, several intelligent methods, like ANN, have recently been used for different tunnel challenges. Geological elements such as thrust zones, folded rock sequences, shear zones, rock cover, in-situ tensions, water ingress, gas ingress, geothermal gradient, and significant seismicity all present difficulties during digging. These difficulties have a substantial influence on the routine functioning of the tunnel as well as traffic safety. To address these issues, the authors recommended using ANNs from many elements of tunnel engineering. The new Austrian tunneling technique (NATM) has shown to be a highly affordable and versatile mode of construction, and as a result, it has become the most common tunneling construction method utilized in the building of the double-arched tunnel. In this work, the MATLAB program was utilized to generate the results, which comprised training and testing datasets. The experimental results demonstrate that the suggested model's values for R2, Bias, Mean Absolute Percentage Error (MAPE) and Root Mean Squared Error (RMSE), with training data are 18.56, 0.98, 1.05, and 0.08, respectively. The suggested RMSE, R2, Bias, and MAPE values for the test dataset were 19.89, 0.98, 1.05, and 0.09. https://revistas.udes.edu.co/aibi/article/view/3631new austrian tunnelling techniqueroot mean squared errorartificial neural networktunnelmean absolute percentage error
spellingShingle Shubham Kanojiya
Gopal Krishna Mehta
Comprehensive deformation study in the new Austrian tunneling technique tunnel utilising artificial neural network model
AiBi Revista de Investigación, Administración e Ingeniería
new austrian tunnelling technique
root mean squared error
artificial neural network
tunnel
mean absolute percentage error
title Comprehensive deformation study in the new Austrian tunneling technique tunnel utilising artificial neural network model
title_full Comprehensive deformation study in the new Austrian tunneling technique tunnel utilising artificial neural network model
title_fullStr Comprehensive deformation study in the new Austrian tunneling technique tunnel utilising artificial neural network model
title_full_unstemmed Comprehensive deformation study in the new Austrian tunneling technique tunnel utilising artificial neural network model
title_short Comprehensive deformation study in the new Austrian tunneling technique tunnel utilising artificial neural network model
title_sort comprehensive deformation study in the new austrian tunneling technique tunnel utilising artificial neural network model
topic new austrian tunnelling technique
root mean squared error
artificial neural network
tunnel
mean absolute percentage error
url https://revistas.udes.edu.co/aibi/article/view/3631
work_keys_str_mv AT shubhamkanojiya comprehensivedeformationstudyinthenewaustriantunnelingtechniquetunnelutilisingartificialneuralnetworkmodel
AT gopalkrishnamehta comprehensivedeformationstudyinthenewaustriantunnelingtechniquetunnelutilisingartificialneuralnetworkmodel