Semi-supervised method for tunnel blasting quality prediction using measurement while drilling data

Predicting blasting quality during tunnel construction holds practical significance. In this study, a new semi-supervised learning method using convolutional variational autoencoder (CVAE) and deep neural network (DNN) is proposed for the prediction of blasting quality grades. Tunnel blasting quality can be measured by over/under excavation. The occurrence of over/under excavation is influenced by three factors: geological conditions, blasting parameters, and tunnel geometric dimensions. The proposed method reflects the geological conditions through measurements while drilling and utilizes blasting parameters, tunnel geometric dimensions, and tunnel depth as input variables to achieve tunnel blasting quality grades prediction. Furthermore, the model is optimized by considering the influence of surrounding rock mass features on the predicted positions. The results demonstrate that the proposed method outperforms other commonly used machine learning and deep learning algorithms in extracting over/under excavation feature information and achieving blasting quality prediction.

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Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2024-12-31
DOI
https://doi.org/10.1016/j.jrmge.2024.11.041
Citations
10
Primary Topic
Mineral Processing and Grinding
Type
article
Field-Weighted Citation Impact
2.13
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article

Semi-supervised method for tunnel blasting quality prediction using measurement while drilling data

Guoli Zheng, Qian Fang, Jiayao Chen, Wang Gan et al.
10 citations
Journal of Rock Mechanics and Geotechnical Engineering
Mineral Processing and Grinding
2.13
article

Semi-supervised method for tunnel blasting quality prediction using measurement while drilling data

Guoli Zheng, Qian Fang, Jiayao Chen, Wang Gan, Hengxiang Jin, Jun Wang
article en
10 citations

Abstract

Predicting blasting quality during tunnel construction holds practical significance. In this study, a new semi-supervised learning method using convolutional variational autoencoder (CVAE) and deep neural network (DNN) is proposed for the prediction of blasting quality grades. Tunnel blasting quality can be measured by over/under excavation. The occurrence of over/under excavation is influenced by three factors: geological conditions, blasting parameters, and tunnel geometric dimensions. The proposed method reflects the geological conditions through measurements while drilling and utilizes blasting parameters, tunnel geometric dimensions, and tunnel depth as input variables to achieve tunnel blasting quality grades prediction. Furthermore, the model is optimized by considering the influence of surrounding rock mass features on the predicted positions. The results demonstrate that the proposed method outperforms other commonly used machine learning and deep learning algorithms in extracting over/under excavation feature information and achieving blasting quality prediction.

Journal of Rock Mechanics and Geotechnical EngineeringVol. 17(5)
Beijing Jiaotong University (CN)
Climate action
Openalex Percentile: Top 13%
Mineral Processing and Grinding
2.13
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