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International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2014-12, Vol.72, p.214-229
2014

Details

Autor(en) / Beteiligte
Titel
A support vector regression model for predicting tunnel boring machine penetration rates
Ist Teil von
  • International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2014-12, Vol.72, p.214-229
Ort / Verlag
Oxford: Elsevier Ltd
Erscheinungsjahr
2014
Link zum Volltext
Quelle
Alma/SFX Local Collection
Beschreibungen/Notizen
  • With widespread increasing applications of mechanized tunneling in almost all ground conditions, prediction of tunnel boring machine (TBM) performance is required for time planning, cost control and choice of excavation method in order to make tunneling economical. Penetration rate is a principal measure of full-face TBM performance and is used to evaluate the feasibility of the machine and predict advance rate of excavation. This research aims at developing a regression model to predict penetration rate of TBM in hard rock conditions based on a new artificial intelligence (AI) algorithm namely support vector regression (SVR). For this purpose, the Queens Water Tunnel, in New York City, was selected as a case study to test the proposed model. In order to find out the optimum values of the parameters and prevent over-fitting, 80% of the total data were selected randomly for training set and the rest were kept for testing the model. According to the results, it can be said that the proposed model is a useful and reliable means to predict TBM penetration rate provided that a suitable dataset exists. From the prediction results of training and testing samples, the squared correlation coefficient (R2) between the observed and predicted values of the proposed model was obtained 0.99 and 0.95, respectively, which shows a high conformity between predicted and actual penetration rate. •Penetration rate of TBM was predicted using SVR algorithm.•A real dataset pertaining to the Queens tunnel was used to test the proposed model.•Both rock engineering properties and machine characteristics were considered.•R2 between the observed and predicted values of penetration rate was obtained 0.95.

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