Blasting Vibration Monitoring and a New Vibration Reduction Measure

Authors

  • Xi Yang North China University of Science and Technology, Hebei Mining Key Laboratory of Development and Safety Technology, Tangshan Hebei 063000, China
  • Yunpeng Zhang North China University of Science and Technology, Hebei Mining Key Laboratory of Development and Safety Technology, Tangshan Hebei 063000, China
  • Jie Wang North China University of Science and Technology, Hebei Mining Key Laboratory of Development and Safety Technology, Tangshan Hebei 063000, China

DOI:

https://doi.org/10.5614/j.eng.technol.sci.2022.54.1.12

Keywords:

blasting vibration response, single-story brick-concrete buildings, PPV, principal frequency, vibration reduction measure

Abstract

Vibration waves generated by blasting can cause shock to buildings. Different responses occur in different parts of the building. Therefore, a single standard is inaccurate. At the same time, methods to reduce vibration are needed. In this paper, the variation of peak particle velocity (PPV) and principal frequency was analyzed. The energy variation of blast vibration waves was analyzed by wavelet packet decomposition. A numerical model was established to verify the new vibration reduction measure. The results showed that the PPV on the walls increases with their height. The PPV and principal frequency of different structures of single-story brick-concrete buildings are different. The amplification factor of PPV does not change much when the principal frequency ratio is larger than 0.75. Measuring points at different heights have different sensitivities to blasting vibration waves of different principal frequencies. Therefore, different structures will respond differently to the same blasting operation. The PPV can be reduced by waveform interference. However, the cycle of blasting vibration waves decreases with increasing distance. Therefore, it is necessary to determine a reasonable interval to reduce the PPV. This requires further research.

Downloads

Download data is not yet available.

References

Nateghi, R., Kiany, M. & Gholipouri, M., Control Negative Effects of Blasting Waves on Concrete of the Structures by Analyzing of Parameters of Ground Vibration, Tunneling and Underground Space Technology, 24, pp. 608-616, 2009.

Kahriman, A., Analysis of Ground Vibrations Caused by Bench Blasting at Can Open-Pit Lignite Mine in Turkey, International Journal of Geosciences Environmental Geology, 41(6), pp. 653-661, 2002.

Karadogan, A., The Investigation of Establishing the National Structure Damage Criteria for the Ground Vibration Induced by Blasting, Doctorate thesis. Istanbul, Turkey: Istanbul University, 2008.

Ak, H., Iphar, M., Yavuz, M. & Konuk, A., Evaluation of Ground Vibration Effect of Blasting Operations in a Magnesite Mine, Soil Dynamics and Earthquake Engineering, 29(4), pp. 669-676,2009.

Elevli, B. & Arpaz, E., Evaluation of Parameters Affected on the Blast Induced Ground Vibration by Using Relation Diagram Method, Acta Montanistica Slovaca, 15(4), pp. 261-268, 2010.

Nateghi, R., Prediction of Ground Vibration Level Induced by Blasting at Different Rock Units, International Journal of Rock Mechanics and Mining Sciences, 48(4), pp. 899-908, 2011.

Angel, U., Alberto, P., Olga, V., Bruna, G., Faycal, B. & Cesar, A., ESPRES: A web Application for Interactive Analysis of Multiple Pressures in Aquatic Ecosystems, Science of the Total Environment, 744, 140792, 2020.

Lu, Y., Underground Blast Induced Ground Shock and Its Modelling Using Artificial Neural Network, Comp. Geotech., 32, pp. 164-178, 2005.

Guan, X., Wang, X. & Zhu, Z., Ground Vibration Test and Dynamic Response of Horseshoe-shaped Pipeline During Tunnel Blasting Excavation in Pebbly Sandy Soil, Geotechnical and Geological Engineering, 38(1), pp. 3725-3736, 2020.

A K W, B X Q & B Z L, Experimental and Numerical Investigations on Predictor Equations for Determining Parameters of Blasting-Vibration on Underground Gas Pipe Networks, Process Safety and Environmental Protection, 133, pp. 315-331, 2020.

Li, JC., Li, HB., Ma, GW. & Zhou, YX., Assessment of Underground Tunnel Stability to Adjacent Tunnel Explosion, Tunn. Undergr. Space Technol., 35, pp. 227-234, 2013.

Xia, X., Li, H.B., Li, J.C., Liu, B. & Yu, C., A Case Study on Rock Damage Prediction and Control Method for Underground Tunnels Subjected to Adjacent Excavation Blasting, Tunn. Undergr. Space Technol., 35, pp. 1-7, 2013.

Kahriman, A., Analysis of Parameters of Ground Vibration Produced from Bench Blasting at a Limestone Quarry, Soil. Dyn. Earthquake Eng., 24, pp. 887-892, 2004.

Lawal, A.I., Kwon, S., & Kim, G.Y., Prediction of the Blast-induced Ground Vibration in Tunnel Blasting Using ANN, Moth-flame Optimized ANN, and Gene Expression Programming, Acta Geophysica, 69, pp. 161-174, 2021.

Lawal, A.I., & Kwon, S., Application of Artificial Intelligence to Rock Mechanics: An Overview, Journal of Rock Mechanics and Geotechnical Engineering, 13, pp. 248-266, 2021.

Lawal, A.I., & Idris, N.A., An Artificial Neural Network-based Mathematical Model for the Prediction of Blast-induced Ground Vibrations, International Journal of Environmental Studies, 77, pp. 318-334, 2020.

Lawal, A.I., An Artificial Neural Network-based Mathematical Model for the Prediction of Blast-induced Ground Vibration in Granite Quarries in Ibadan, Oyo State, Nigeria, Scientific African, 8, e00413, 2020.

Lawal, A.I., A New Modification to the Kuz-Ram Model using the Fragment Size Predicted by Image Analysis, International Journal of Rock Mechanics and Mining Sciences, 138, 104595, 2021.

Singh, P.K., Sirveiya, A.K., Roy, M.P., Prasad, A. & Mohapatra, T., A New Approach in Blast Vibration Analysis and Prediction at Iron Ore Mines, Min. Technol. (Trans Inst Min Metall A), 114(4), pp. A209-218, 2005.

Singh, P.K., Sirveiya, A.K., Babu, K.N., Roy, M.P. & Singh, C.V., Evolution of Effective Charge Weight per delay for Prediction of Ground Vibrations Generated from Blasting in a Limestone Mine, Int. J. Min. Reclam. Environ., 20 (1), pp. 4-19, 2006.

Smerzini, J.C., Aviles, R., Paolucci, F.J. & Sesma, S., Effect of Underground Cavities on Surface Ground Motion under SH Wave Propagation, Earthq. Eng. Struct. Dyn., 398, pp. 1441-1460, 2009.

Xu, J., Pu, C., He, G., Xiao, D. & Feng, Y., Experimental Study on Propagation of Side Slope of Blasting Vibration of Mountain-adjacent Tunnel, Nonferrous Metals (Mine Section), 70(3), pp. 51-58, 112, 2018.

Qiu, X., Shi, X., Zhou, J., Huang, D. & Chen, X., On Vibration Reduction Effect of Short Millisecond Blasting by High-precision Detonator based on HHT Energy Spectrum, Explosion and Shock Waves, 37(1), pp. 107-113, 2017.

Siskind, D.E., Stagg, M.S., Kopp, J.W. & Dowding, C.H., Structure Response and Damage Produced by Ground Vibration from Surface Mine Blasting, US Bur Mines Rep Invest, 74, 8507, 1980.

German Institute of Standards, Vibration of Building-effects on Structures, DIN 4150, 3, pp. 1-5, 1986.

DGMS (Tech) S&T Circular No. 7, Damage of the Structures due to Blast induced Ground Vibration in the Mining Areas, 1997.

Prakash, A.J., Palroy, P. & Misra, D.D., Analysis of Blast Vibration Characteristics Across a Trench and a Pre-split Plane, Fragblast, 8(1), pp. 51-60, 2004.

Erarslan, K., Uysal, , Arpaz, E. & Cebi, M.A., Barrier Holes and Trench Application to Reduce Blast Induced Vibration in Seyitomer coal mine, Environ. Geol., 54(6), pp. 1325-1331, 2008.

Alberdi, A., Suez, A., Artaza, T., Escobar-Palafox, G.A. & Ridgway, K., Composite Cutting with Abrasive Water Jet, Procedia Eng., 63, pp. 421-429, 2013.

Guha, A., Barron, R.M. & Balachandar, R., An Experimental and Numerical Study of Water Jet Cleaning Process, J. Mater Process Technol., 211(4), pp. 610-618, 2011.

Momber, AW., Kovacevic, R. & Mohan, R., Fracture Range Detection in the Hydroabrasive Erosion of Concrete, Wear, 253, pp. 156-1164, 2002.

Schumacher, B., Charton, J.P., Nordmann, T., Vieth, M., Enderle, M. & Neuhaus, H., Endoscopic Submucosal Dissection of Early Gastric Neoplasia with a Water Jetassisted Knife: a Western, Single-center Experience, Gastrointest Endosc, 75(6), pp. 1166-1174, 2012.

Jung-Gyu, K. & Jae-Joon, S., Abrasive Water Jet Cutting Methods for Reducing Blast-induced Ground Vibration in Tunnel Excavation, International Journal of Rock Mechanics & Mining Sciences, 75, pp. 147-158, 2015.

Zhang, C., Li, J. & Bi, K., Preface: Recent Advances on Structural Control, Health Monitoring and Applications in Bridge Engineering, Int. J. Struct. Stab. Dyn., 18(8), 1802001, 2018.

Song, G., Cai, S. & Li, H.N., Energy Dissipation and Vibration Control: Modeling, Algorithm, and Devices, Appl. Sci., 801(8), 7, 2017.

Lackner, M.A. & Rotea, M.A., Passive Structural Control of Offshore Wind Turbines, Wind Energy, 14(3), pp. 373-388, 2011.

Wang, W., Hua, X., Wang, X., Chen, Z. & Song, G., Numerical Modeling and Experimental Study on a Novel Pounding Tuned Mass Damper, J. Vib. Control., 24(17), pp. 4023-4036, 2018.

Behrooz, M., Wang, X. & Gordaninejad, F., Modeling of a New Semi-active/passive Magnetorheological Elastomer Isolator, Smart Mater. Struct., 23(4), 045013, 2014.

Shirazi, F.A., Mohammadpour, J., Grigoriadis, K.M. & Song, G., Identification and Control of an MR Damper with Stiction Effect and its Application in Structural Vibration Mitigation, IEEE T. Contr. Syst. T., 20(5), pp. 1285-1301, 2012.

Zhang, C. & Hao, W., Robustness of the Active Rotary Inertia Driver System for Structural Swing Vibration Control Subjected to Multi-Type Hazard Excitations, Appl. Sci.-Basel, 9(20), pp. 1-16, 2019.

Demetriou, D. & Nikitas, N., A Novel Hybrid Semi-active Mass Damper Configuration for Structural Applications, Appl. Sci., 6(12), 397, 2016.

Downloads

Published

2022-02-10

How to Cite

Yang, X., Zhang, Y., & Wang, J. (2022). Blasting Vibration Monitoring and a New Vibration Reduction Measure. Journal of Engineering and Technological Sciences, 54(1), 220112. https://doi.org/10.5614/j.eng.technol.sci.2022.54.1.12

Issue

Section

Articles