Abstract
The present study compares three different techniques (decision tree, artificial neural network and multivariate regression analysis) for predicting blast-induced ground vibrations in some Indian tunnelling projects. The performance of these models was also compared to site-specific conventional predictor equations. A database consisting of 137 vibration records was randomly divided into training and testing sets for model generation. Eight input parameters (total charge, tunnel cross-section, maximum charge per delay, number of holes, hole diameter, distance from blasting face, hole depth and charge per hole) were selected for model development using bivariate correlation analysis. Results indicated that the decision tree is best suited for predicting vibrations. The decision tree further suggested that the intensity of near-field ground vibrations is mainly affected by total charge fired in a round, whereas the intensity of far-field vibrations is governed by maximum charge per delay and charge per hole. Conventional ground vibration predictors and machine learning techniques such as neural networks do not depict the relationship between input and output parameters. However, the present study substantiates that the decision tree can be a good tool for precise prediction of ground vibrations. Further, the decision tree can classify and relate different blast design parameters for refining blast designs to control ground vibrations on sites.
Similar content being viewed by others
Abbreviations
- ANN:
-
Artificial neural network
- CART:
-
Classification and regression tree
- MCPD:
-
Maximum charge per delay
- MVRA:
-
Multivariate regression analysis
- PPV:
-
Peak particle velocity
- RMSE:
-
Root mean square error
References
Satici O, Hindistan A (2000) Drilling and blasting as a tunnel excavation method. Dissertation, Middle East Technical University.
Monjezi M, Dehghani H (2008) Evaluation of effect of blasting pattern parameters on back break using neural networks. Int J Rock Mech Min Sci 45:1446–1453 https://doi.org/10.1016/j.ijrmms.2008.02.007
Ak H, Konuk A (2008) The effect of discontinuity frequency on ground vibrations produced from bench blasting: a case study. Soil Dyn Earthq Eng 28:686–694 https://doi.org/10.1016/j.soildyn.2007.11.006
Khandelwal M, Singh TN (2009) Prediction of blast-induced ground vibration using artificial neural network. Int J Rock Mech Min Sci 46:1214–1222 https://doi.org/10.1016/j.ijrmms.2009.03.004
Hasanipanah M, Faradonbeh RS, Amnieh HB, Armaghani DJ, Monjezi M (2017) Forecasting blast-induced ground vibration developing a CART model. Eng Comput 33:307–316 https://doi.org/10.1007/s00366-016-0475-9
Khandelwal M, Armaghani DJ, Faradonbeh RS, Yellishetty M, Majid MZA, Monjezi M (2017) Classification and regression tree technique in estimating peak particle velocity caused by blasting. Eng Comput 33:45–53 https://doi.org/10.1007/s00366-016-0455-0
Khandelwal M, Singh TN (2006) Prediction of blast induced ground vibrations and frequency in opencast mine: a neural network approach. J Sound Vib 289:711–725 https://doi.org/10.1016/j.jsv.2005.02.044
Meulenkamp F, Alvarez Grima M (1999) Application of neural networks for the prediction of the unconfined compressive strength (UCS) from Equotip hardness. Int J Rock Mech Min Sci 36:29–39 https://doi.org/10.1016/S0148-9062(98)00173-9
Rukhaiyar S, Samadhiya NK (2017) A polyaxial strength model for intact sandstone based on artificial neural network. Int J Rock Mech Min Sci 95:26–47 https://doi.org/10.1016/j.ijrmms.2017.03.012
Bakhshandeh Amnieh H, Siamaki A, Soltani S (2012) Design of blasting pattern in proportion to the peak particle velocity (PPV): artificial neural networks approach. Saf Sci 50:1913–1916 https://doi.org/10.1016/j.ssci.2012.05.008
Monjezi M, Mehrdanesh A, Malek A, Khandelwal M (2013) Evaluation of effect of blast design parameters on flyrock using artificial neural networks. Neural Comput Applic 23:349–356 https://doi.org/10.1007/s00521-012-0917-2
Mohamed MT (2009) Artificial neural network for prediction and control of blasting vibrations in Assiut (Egypt) limestone quarry. Int J Rock Mech Min Sci 46:426–431 https://doi.org/10.1016/j.ijrmms.2008.06.004
Alvarez-Vigil AE, Gonzalez-Nicieza C, Lopez Gayarre F, Alvarez-Fernandez MI (2012) Predicting blasting propagation velocity and vibration frequency using artificial neural networks. Int J Rock Mech Min Sci 55:108–116 https://doi.org/10.1016/j.ijrmms.2012.05.002
Zhongya Z, Xiaoguang J (2018) Prediction of peak velocity of blasting vibration based on artificial neural network optimized by dimensionality reduction of FA-MIV. Math Probl Eng. https://doi.org/10.1155/2018/8473547
Mohamadnejad M, Gholami R, Ataei M (2012) Comparison of intelligence science techniques and empirical methods for prediction of blasting vibrations. Tunn Undergr Sp Technol 28:238–244. https://doi.org/10.1016/j.tust.2011.12.001
Saadat M, Khandelwal M, Monjezi M (2014) An ANN-based approach to predict blast-induced ground vibration of Gol-E-Gohar iron ore mine, Iran. J Rock Mech Geotech Eng 6:67–76. https://doi.org/10.1016/j.jrmge.2013.11.001
Lapcevic R, Kostic S, Pantovic R, Vasovic N (2014) Prediction of blast-induced ground motion in a copper mine. Int J Rock Mech Min Sci 69:19–25. https://doi.org/10.1016/j.ijrmms.2014.03.002
Atkinson PM, Tatnall ARL (1997) Introduction: neural networks in remote sensing. Int J Remote Sens 18:699–709. https://doi.org/10.1080/014311697218700
Kanungo DP, Arora MK, Sarkar S, Gupta RP (2006) A comparative study of conventional, ANN black box, fuzzy and combined neural and fuzzy weighting procedures for landslide susceptibility zonation in Darjeeling Himalayas. Eng Geol 85:347–366. https://doi.org/10.1016/j.enggeo.2006.03.004
Rafiai H, Jafari A, Mahmoudi A (2013) Application of ANN-based failure criteria to rocks under polyaxial stress conditions. Int J Rock Mech Min Sci 59:42–49. https://doi.org/10.1016/j.ijrmms.2012.12.003
Maji VB, Sitharam TG (2008) Prediction of elastic modulus of jointed rock mass using artificial neural networks. Geotech Geol Eng 26:443–452. https://doi.org/10.1007/s10706-008-9180-9
Ocak I, Seker SE (2012) Estimation of elastic modulus of intact rocks by artificial neural network. Rock Mech Rock Eng 45:1047–1054. https://doi.org/10.1007/s00603-012-0236-z
Rafiai H, Jafari A (2011) Artificial neural networks as a basis for new generation of rock failure criteria. Int J Rock Mech Min Sci 48:1153–1159. https://doi.org/10.1016/j.ijrmms.2011.06.001
Rukhaiyar S, Samadhiya NK (2017) A polyaxial strength model for intact sandstone based on artificial neural network. Int J Rock Mech Min Sci 95:26–47. https://doi.org/10.1016/j.ijrmms.2017.03.012
Acknowledgements
The authors gratefully acknowledge the generous time and insightful comments provided by anonymous peer reviewers to enhance the quality of the paper.
Funding
This work was supported by the Council of Scientific and Industrial Research-Central Institute of Mining and Fuel Research, India, by grant number MLP-105/18-19.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of Interest
The authors declare that they have no conflict of interest.
Additional information
Publisher’s Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Rana, A., Bhagat, N.K., Jadaun, G.P. et al. Predicting Blast-Induced Ground Vibrations in Some Indian Tunnels: a Comparison of Decision Tree, Artificial Neural Network and Multivariate Regression Methods. Mining, Metallurgy & Exploration 37, 1039–1053 (2020). https://doi.org/10.1007/s42461-020-00205-w
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s42461-020-00205-w