Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques

The efficiency of tunnel boring machine (TBM) is regarded as a key factor in successfully undertaking any mechanical tunneling project. In fact, an accurate forecasting of TBM performance, especially in a specified rock mass condition, can minimize capital costs and scheduling for tunnel excavation....

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Main Authors: Zhou, Jian, Bejarbaneh, Behnam Yazdani, Armaghani, Danial Jahed, M. Tahir, M.
Format: Article
Published: Springer 2020
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Online Access:http://eprints.utm.my/id/eprint/93830/
http://dx.doi.org/10.1007/s10064-019-01626-8
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spelling my.utm.938302022-01-31T08:41:53Z http://eprints.utm.my/id/eprint/93830/ Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques Zhou, Jian Bejarbaneh, Behnam Yazdani Armaghani, Danial Jahed M. Tahir, M. TA Engineering (General). Civil engineering (General) The efficiency of tunnel boring machine (TBM) is regarded as a key factor in successfully undertaking any mechanical tunneling project. In fact, an accurate forecasting of TBM performance, especially in a specified rock mass condition, can minimize capital costs and scheduling for tunnel excavation. This study puts an effort to propose two accurate and practical predictive models of TBM performance via artificial neural network (ANN) and genetic programming (GP) approaches. To set a certain prediction target for the proposed models, the advance rate (AR) of TBM is considered as its performance metric. For modeling purpose, a large experimental database containing 1286 data sets was set up as the result of conducting site investigation operations for a tunneling project in Malaysia, called the Pahang–Selangor Raw Water Transfer Tunnel and performing a number of laboratory tests on the collected rock samples. To design the desired intelligent models of AR based on the training and test patterns, a mix of rock and machine characteristics with the most influence on AR has been used as input parameters, i.e., rock quality designation (RQD), uniaxial compressive strength (UCS), rock mass rating (RMR), Brazilian tensile strength (BTS), thrust force (TF), and revolution per minute (RPM). In addition, a series of statistical indices, such as root mean squared error (RMSE), determination coefficient (R-square), and variance account for (VAF) are utilized to evaluate and compare the prediction precision of the developed models. Based on the simulation results and the computed values of indices, it is observed that the proposed GP model with the training and test RMSE values 0.0427 and 0.0388, respectively, performs noticeably better than the proposed ANN model giving RMSE values 0.0509 and 0.0472 for the training and test sets, respectively. Additionally, a parametric analysis has been conducted on the proposed GP model to further verify its generalization capability. The obtained results demonstrate that this GP-based model could provide a new applicable equation for accuratly predicting TBM performance. Springer 2020-05-01 Article PeerReviewed Zhou, Jian and Bejarbaneh, Behnam Yazdani and Armaghani, Danial Jahed and M. Tahir, M. (2020) Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques. Bulletin of Engineering Geology and the Environment, 79 (4). pp. 2069-2084. ISSN 1435-9529 http://dx.doi.org/10.1007/s10064-019-01626-8 DOI:10.1007/s10064-019-01626-8
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Zhou, Jian
Bejarbaneh, Behnam Yazdani
Armaghani, Danial Jahed
M. Tahir, M.
Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques
description The efficiency of tunnel boring machine (TBM) is regarded as a key factor in successfully undertaking any mechanical tunneling project. In fact, an accurate forecasting of TBM performance, especially in a specified rock mass condition, can minimize capital costs and scheduling for tunnel excavation. This study puts an effort to propose two accurate and practical predictive models of TBM performance via artificial neural network (ANN) and genetic programming (GP) approaches. To set a certain prediction target for the proposed models, the advance rate (AR) of TBM is considered as its performance metric. For modeling purpose, a large experimental database containing 1286 data sets was set up as the result of conducting site investigation operations for a tunneling project in Malaysia, called the Pahang–Selangor Raw Water Transfer Tunnel and performing a number of laboratory tests on the collected rock samples. To design the desired intelligent models of AR based on the training and test patterns, a mix of rock and machine characteristics with the most influence on AR has been used as input parameters, i.e., rock quality designation (RQD), uniaxial compressive strength (UCS), rock mass rating (RMR), Brazilian tensile strength (BTS), thrust force (TF), and revolution per minute (RPM). In addition, a series of statistical indices, such as root mean squared error (RMSE), determination coefficient (R-square), and variance account for (VAF) are utilized to evaluate and compare the prediction precision of the developed models. Based on the simulation results and the computed values of indices, it is observed that the proposed GP model with the training and test RMSE values 0.0427 and 0.0388, respectively, performs noticeably better than the proposed ANN model giving RMSE values 0.0509 and 0.0472 for the training and test sets, respectively. Additionally, a parametric analysis has been conducted on the proposed GP model to further verify its generalization capability. The obtained results demonstrate that this GP-based model could provide a new applicable equation for accuratly predicting TBM performance.
format Article
author Zhou, Jian
Bejarbaneh, Behnam Yazdani
Armaghani, Danial Jahed
M. Tahir, M.
author_facet Zhou, Jian
Bejarbaneh, Behnam Yazdani
Armaghani, Danial Jahed
M. Tahir, M.
author_sort Zhou, Jian
title Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques
title_short Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques
title_full Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques
title_fullStr Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques
title_full_unstemmed Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques
title_sort forecasting of tbm advance rate in hard rock condition based on artificial neural network and genetic programming techniques
publisher Springer
publishDate 2020
url http://eprints.utm.my/id/eprint/93830/
http://dx.doi.org/10.1007/s10064-019-01626-8
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score 13.211869