A support vector regression model for predicting tunnel boring machine penetration rates

被引:177
|
作者
Mahdevari, Satar [1 ]
Shahriar, Kourosh [1 ]
Yagiz, Saffet [2 ]
Shirazi, Mohsen Akbarpour [3 ]
机构
[1] Amirkabir Univ Technol, Dept Min & Met Engn, Tehran, Iran
[2] Pamukkale Univ, Fac Engn, Dept Geol Engn, TR-20020 Denizli, Turkey
[3] Amirkabir Univ Technol, Dept Ind Engn, Tehran, Iran
关键词
TBM performance; Penetration rate; SVR; Queens Water Tunnel; TBM PERFORMANCE; ROCK; BRITTLENESS;
D O I
10.1016/j.ijrmms.2014.09.012
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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 TOM penetration rate provided that a suitable dataset exists. From the prediction results of training and testing samples, the squared correlation coefficient (R-2) 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. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:214 / 229
页数:16
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