Skip to main content
Log in

Optimized developed artificial neural network-based models to predict the blast-induced ground vibration

  • Practice-oriented Paper
  • Published:
Innovative Infrastructure Solutions Aims and scope Submit manuscript

Abstract

Blasting has been widely used as an accepted mechanism in mining, construction, and rock engineering projects. However, inappropriate control of the blasting-induced ground vibration as an inevitable side effect can cause severe problem for the nearby areas. Therefore, developing the predictive models to estimate the blasting-induced ground vibrations can be considered as an attractive practical issue in engineering projects both in designing and operational stages. In the present paper, blasting-induced ground vibration at Masjed Soleyman earth dam in southwest of Iran in terms of peak particle velocity (PPV) using two different artificial neural network (ANN)-based models has been assessed and predicted. The multilayer perceptron (MLP) and generalized feed forward neural network (GFNN) were developed and optimized using monitored blast records. The total charge, charge per delay, and distance from blasting point were the input parameters. The quality and performance of introduced ANN topologies were compared to known conventional empirical predictors and then examined by different statistical indices and sensitivity analyses criteria. Although both GFNN and MLP indicated higher degree of safety and reliability in prediction of PPV, but the validation process using the unseen randomized data highlighted better performance and more accuracy in GFNN model with respect to MLP and common empirical predictors. Therefore, the GFNN with 3-4-3-1 structure and R2 = 0.954 between the measured and predicted PPV values was recognized as the optimized developed structure for the studied area.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

References

  1. Cheng G, Huang SL (2000) Analysis of ground vibration caused by open pit production blast. In: Holmberg (Ed.), Explosive and blasting technique, CRC Press, Balkema, pp 63–70

  2. Hagan TN (1973) Rock breakage by explosives. In Proceedings of the national symposium on rock fragmentation, Adelaide, pp 1–17

  3. Hakan AK, 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

    Article  Google Scholar 

  4. Khandelwal M, Singh TN (2009) Prediction of blast-induced ground vibration using artificial neural network. Int J Rock Mech Min Sci 46:1214–1222

    Article  Google Scholar 

  5. Monjezi M, Ghafurikalajahi M, Bahrami A (2011) Prediction of blast-induced ground vibration using artificial neural networks. Tunn Undergr Space Technol 26:46–50

    Article  Google Scholar 

  6. Li P, Lu WB, Wu XX, Chen M, Yan P, Hu YG (2017) Spectral prediction and control of blast vibrations during the excavation of high dam abutment slopes with millisecond-delay blasting. Soil Dyn Earthq Eng 94:116–124

    Article  Google Scholar 

  7. Monjezi M, Hasanipanah M, Khandelwal M (2013) Evaluation and prediction of blast-induced ground vibration at Shur River Dam, Iran, by artificial neural network. Neural Comput Appl 22:1637–1643

    Article  Google Scholar 

  8. Parida A, Mishra MK (2015) Blast vibration analysis by different predictor approaches-A comparison. Procedia Earth Planet Sci 11:337–345

    Article  Google Scholar 

  9. 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

    Article  Google Scholar 

  10. Ambraseys NR, Hendron AJ (1968) Dynamic behavior of rock masses, rock mechanics in engineering practices. Wiley, London

    Google Scholar 

  11. Duvall WI, Johnson CF, Meyer AVC (1963) Vibrations from instantaneous and millisecond delay quarry blasts. RI. 6151. US, Bureau of Mines, United States Department of Interior, Washington

  12. Duvall WI, Fogelson DE (1962) Review of criteria for estimating damages to residences from blasting vibrations. R. I. 5968, US, Bureau of Mines

  13. Langefors U, Kihlström B (1978) The modern technique of rock blasting, 3rd edn. Wiley, New York

    Google Scholar 

  14. Nicholls HR, Johnson CF, Duvall WI (1971) Blasting vibrations and their effects on structures. United States Department of Interior, USBM, Bulletin, p 656

  15. Birch WJ, Chaffer R (1983) Prediction of ground vibration from blasting on open cast sites. Trans Inst Min Metall Sec A 92:A102–A107

    Google Scholar 

  16. Ghosh A, Daemen JK (1983) A simple new blast vibration predictor, In: Proceedings of the 24th US symposium on rock mechanics, College Station, Texas, pp 151–61

  17. Gupta RN, Roy PP, Bagachi A, Singh B (1987) Dynamics effects in various rock mass and their predictions. J Mines Met Fuels 35:455–462

    Google Scholar 

  18. Pal Roy P (1993) Putting ground vibration predictors into practice. Colliery Guard 241:63–67

    Google Scholar 

  19. ISRM (1992) Suggested method for blast vibration monitoring. Int J Rock Mech Min Sci Geomech Abst 29:145–146

    Article  Google Scholar 

  20. Majdi A, Rezaei M (2013) Prediction of unconfined compressive strength of rock surrounding a roadway using artificial neural network. Neural Comput Appl 23:381–389

    Article  Google Scholar 

  21. Yurdakul M, Akdas H (2013) Modeling uniaxial compressive strength of building stones using non-destructive test results as neural networks input parameters. Constr Build Mater 47:1010–1019

    Article  Google Scholar 

  22. Dowding CH (1985) Blast vibration monitoring and control. Prentice-Hall Inc, Englewood’s Cliffs, pp 288–290

    Google Scholar 

  23. Khandelwal M, Singh TN (2007) Evaluation of blast induced ground vibration predictors. Soil Dyn Earthq Eng 27:116–125

    Article  Google Scholar 

  24. Abbaszadeh Shahri A (2016) An optimized artificial neural network structure to predict clay sensitivity in a high landslide prone area using piezocone penetration test (CPTu) data: a case study in southwest of Sweden. Geotech Geol Eng 34(2):745–758

    Article  Google Scholar 

  25. Abbaszadeh Shahri A, Larsson S, Johansson F (2015) CPT-SPT correlations using artificial neural network approach- A case study in Sweden. Electron J Geotech Eng (EJGE) 20 (Bund. 28):13439–13460

  26. Abbaszadeh Shahri A (2016) Assessment and prediction of liquefaction potential using different artificial neural network models—a case study. Geotech Geol Eng 34(3):807–815

    Article  Google Scholar 

  27. Fausett L (1994) Fundamentals of neural networks: architectures, and applications. Prentice-Hall, Englewood Cliffs, NJ

    Google Scholar 

  28. Rezaei M, Monjezi M, Ghorbani Moghaddam S, Farzaneh F (2011) Burden prediction in blasting operation using rock geomechanical properties. Arab J Geosci. https://doi.org/10.1007/s12517-010-0269-0

    Article  Google Scholar 

  29. Davies B, Farmer IW, Attewell PB (1964) Ground vibration from shallow sub-surface blasts. The Engineer 217:553–559

    Google Scholar 

  30. Oakley J, O’Hagan A (2004) Probabilistic sensitivity analysis of complex models: a Bayesian approach. J R Stat Soc B 66:751–769

    Article  Google Scholar 

  31. Sobol I (1993) Sensitivity analysis for non-linear mathematical models. Math Modeling Comput Exp (Engl. Transl.) 1:407–414

  32. Storlie CB, Swiler LP, Helton JC, Sallaberry CJ (2009) Implementation and evaluation of nonparametric regression procedures for sensitivity analysis of computationally demanding models. Reliab Eng Syst Saf 94(11):1735–1763

    Article  Google Scholar 

  33. Jong YH, Lee CI (2004) Influence of geological conditions on the powder factor for tunnel blasting. Int J Rock Mech Min Sci 41(Supplement 1):533–538

    Article  Google Scholar 

  34. Gevrey M, Dimopoulos I, Lek S (2003) Review and comparison of methods to study the contribution of variables in artificial neural network models. Ecol Model 160(3):249–264

    Article  Google Scholar 

  35. Tchaban T, Taylor MJ, Griffn JP (1998) Establishing impacts of the inputs in a feed forward neural network. Neural Comput Appl 7(4):309–317

    Article  Google Scholar 

  36. Mostafa TM (2009) Artificial neural network for prediction and control of blasting vibrations in Assiut (Egypt) limestone quarry. Int J Rock Mech Min Sci 46(2):426–431

    Article  Google Scholar 

  37. Wiss JF, Linehan PW (1987) Control of vibration and air noise from surface coal mines—III. US Bureau of Mines Report OFR, 103(3)–79, p. 623

  38. Esmaeilabadi R, Abbaszadeh Shahri A (2016) Prediction of site response spectrum under earthquake vibration using an optimized developed artificial neural network model. Adv Sci Technol Res J 10(30):76–83

    Article  Google Scholar 

  39. Roy PP (1991) Vibration control in an opencast mine based on improved blast vibration predictors. Min Sci Technol 12:157–165

    Article  Google Scholar 

  40. Bureau of Indian Standard (1973) Criteria for safety and design of structures subjected to underground blast. ISI Bull IS-6922

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Abbas Abbaszadeh Shahri.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Abbaszadeh Shahri, A., Asheghi, R. Optimized developed artificial neural network-based models to predict the blast-induced ground vibration. Innov. Infrastruct. Solut. 3, 34 (2018). https://doi.org/10.1007/s41062-018-0137-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s41062-018-0137-4

Keywords

Navigation