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Integration of the GNSS method and borehole camera to model the resulting spherical cavity generated by the main charge blast in clay

Year 2020, Volume: 163 Issue: 163, 115 - 130, 15.12.2020
https://doi.org/10.19111/bulletinofmre.726391

Abstract

A depth camera was used to record the spherical cavity which occurred during blasting in clay soil. For this purpose, the integration of the Global Navigation Satellite System (GNSS) method was applied in addition to the depth camera and the laser, to determine the resulting spherical cavity. The expanded spherical cavity, formed after the blasting of the explosive charge in the bottom of the borehole, was measured by a depth camera-laser system. The GNSS measurement method was instrumental for obtaining the coordinates of the borehole. The Multichannel Analysis of Surface Waves (MASW) measurement method was also used during the study. Shear wave velocities (VS) were calculated using MASW method to evaluate the dynamic properties of the clay soil along the in-situ profiles. The results obtained in this way, showed that there was an increase in the stiffness of the surrounding clay soil after blasting. The main objective of the study was to determine the resulting shapes and volume of the occurred cavities. For a more detailed graphical interpretation, an application was developed, which calculates the coordinates, shape and volumes of the formed spherical cavity.

References

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  • Araya, K., Gao, R., Tsunematsu, S., Ochi, K. 1993. Loosening of dense clay soils by linear blasting, Journal of Agricultural Engineering Research 54 (2), 113-126.
  • Bakr, R.M. 2019. The Impact of the Unsupported Excavation on the Boundary of the Active Zone in Medium, Stiff and Very Stiff Clay. J Civ Environ Eng 9, 1-9.
  • Dobrilović, M. 2008. Raspoloživa energija tlačnog udarnog vala udarne cjevčice i njezina primjena u iniciranju elektroničkog detonatora, Doctoral thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 264, Zagreb.
  • Dobrilović, M., Bohanek, V., Škrlec, V., Stanković, S., Dobrilović, I. 2010. Instructions for calibration method for measuring device of detonation velocity, 11th International Carpathian control conference, Miskolc: University of Miskolc, 285- 288.
  • Ester, Z. 2005. Miniranje I - Eksplozivne tvari, svojstva i metode ispitivanja, University textbook, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 195, Zagreb.
  • EDS-C (Distance-Sensor measures). https://dimetix.com/ en/?product=eds-c. Apr 12, 2019.
  • Frgić, L., Hudec, M., Krsnik, J., Krajcer, M., Mesec, J. 1988. Underground grounding by anchoring in soil, Proceedings of the I Yugoslavian symposium on tunnels, Brijuni, Croatia, 293-298.
  • Gabriels, P., Snieder R., Nolet, G. 1987. In situ measurements of shear-wave velocity in sediments using higher mode Rayleigh waves, Geophys Prospect 35, 187-196.
  • Heavy Duty Geo Vision Borehole Camera. http://www. geovision.org/. Apr 12, 2019.
  • Hudec, M., Krsnik, J., Abramović, V., Frgić, L., Krajcer, M., Gotić, I., Meštrić, M., Mesec, J., Fingerhut,L. 1989. Supporting with anchors in soft rock and soil. In Proceedings of the international Congress on Progress and Innovation in Tunneling, 111- 117.
  • McCarthy, J.D., Graniero, P.A. 2006. A GIS-based borehole data management and 3D visualization system. Comput Geosci 32, 1699-1708.
  • Mesec, J., Težak, D., Grubešić, M. 2015. The use of explosives for improvement of clay soils. Environmental Engineering 2 (2), 95-101.
  • Muhovec, I. 1987. Uloga i karakter geotehničkih sidara s osvrtom na značenje injekcijskog zahvata. Geotehnička sigra i sidrene Konstr. 3-25.
  • Pamuk, E., Özdağ, C.Ö., Tunçel, A., Özyalın, Ş., Akgün,M. 2018. Local site effects evaluation for Aliağa/ İzmir using HVSR (Nakamura technique) and methods. Natural Hazards 90 (2), 887-899.
  • Park, C.B, Miller, R.D., Xia, J. 1999. Multi-channel analysis of surface waves - active and passive methods, Geophysics 64 (3), 800-808.
  • Pribičević, B., Medak, D. 2003. Geodesy in civil engineering. University of Rijeka-Faculty of Civil Engineering: Zagreb, Croatia, 110.
  • Qingwen, L., Yuan, L., Gautam, D., Dongping, S., Lan, Q., Liping, W., Jianghui, D. 2015. Analysis of the Blasting Compaction on Gravel Soil. Journal of Chemistry 9.
  • Schepers, R., Rafat, G., Gelbke, C., Lehmann, B. 2001. Application of borehole logging, core imaging and tomography to geotechnical exploration. International Journal of Rock Mechanics and Mining Sciences 38, 867-876.
  • Shakeran, M., Eslami, A., Ahmadpour, M. 2016. Geotechnical aspects of explosive compaction. Shock and vibration, 14.
  • Soltani, D., Taheri, M., Vanapalli, S. 2019. Shrink behavior of rubberized expansive clays during alternate wetting and drying. Minerals 9, 224.
  • Strelec, S., Jug, J., Težak, D., Mesec, J. 2019. Improving rigidity of clay by using explosives and proofing by multichannel analysis of surface waves . IOP Conference Series: Earth and Environmental Science 221 (1), Prag, Czech Republic: IOP Publishing Ltd, 012056, 8.
  • Sućeska, M. 2001. Eksplozije i eksplozivi - njihova mirnodopska primjena, Brodarski institut, Zagreb, 305.
  • Težak, D. 2018. Influence of the blasting features on the expansion in clay soil, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, Doctoral thesis, 236 s, Zagreb.
  • Težak, D., Kranjčić, N., Mesec, J. 2018. Integration of global navigation satellite system (GNSS) and borehole camera for purpose of modeling the blasting in clay soil, 18 International Multidisciplinary Scientific GeoConference SGEM 2018.
  • Težak, D., Stanković, S., Kovač, I. 2019. Dependence Models of Borehole Expansion on Explosive Charge in Spherical Cavity Blasting. Geosciences 9, 383, 18.
  • Official Gazette. 2004. Decision on Establishing Official Geodetic Data and Planar Projection of the Republic of Croatia. Official Journal of the Republic of Croatia 110/2004, 114/2004 Zagreb.
  • Wu, H., Pollard, D.D. 2002. Imaging 3-D fracture networks around boreholes. American Association of Petroleum Geologists Bulletin 4, 593-604.
  • Zhongqi, W., Yong, L. 2003. Numerical analysis on dynamic deformation mechanism of soils under blast loading, Soil Dynamics and Earthquake Engineering 23 (8), 705-714.
Year 2020, Volume: 163 Issue: 163, 115 - 130, 15.12.2020
https://doi.org/10.19111/bulletinofmre.726391

Abstract

References

  • Akgün, M., Gönenç, T., Tunçel, A., Pamukçu, O. 2013. A multi - approach geophysical estimation of soil dynamic properties in settlements: a case study in Güzelbahçe- İzmir (Western Anatolia). Journal of Geophysics and Engineering 10 (4), 045001,12.
  • Araya, K., Gao, R., Tsunematsu, S., Ochi, K. 1993. Loosening of dense clay soils by linear blasting, Journal of Agricultural Engineering Research 54 (2), 113-126.
  • Bakr, R.M. 2019. The Impact of the Unsupported Excavation on the Boundary of the Active Zone in Medium, Stiff and Very Stiff Clay. J Civ Environ Eng 9, 1-9.
  • Dobrilović, M. 2008. Raspoloživa energija tlačnog udarnog vala udarne cjevčice i njezina primjena u iniciranju elektroničkog detonatora, Doctoral thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 264, Zagreb.
  • Dobrilović, M., Bohanek, V., Škrlec, V., Stanković, S., Dobrilović, I. 2010. Instructions for calibration method for measuring device of detonation velocity, 11th International Carpathian control conference, Miskolc: University of Miskolc, 285- 288.
  • Ester, Z. 2005. Miniranje I - Eksplozivne tvari, svojstva i metode ispitivanja, University textbook, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 195, Zagreb.
  • EDS-C (Distance-Sensor measures). https://dimetix.com/ en/?product=eds-c. Apr 12, 2019.
  • Frgić, L., Hudec, M., Krsnik, J., Krajcer, M., Mesec, J. 1988. Underground grounding by anchoring in soil, Proceedings of the I Yugoslavian symposium on tunnels, Brijuni, Croatia, 293-298.
  • Gabriels, P., Snieder R., Nolet, G. 1987. In situ measurements of shear-wave velocity in sediments using higher mode Rayleigh waves, Geophys Prospect 35, 187-196.
  • Heavy Duty Geo Vision Borehole Camera. http://www. geovision.org/. Apr 12, 2019.
  • Hudec, M., Krsnik, J., Abramović, V., Frgić, L., Krajcer, M., Gotić, I., Meštrić, M., Mesec, J., Fingerhut,L. 1989. Supporting with anchors in soft rock and soil. In Proceedings of the international Congress on Progress and Innovation in Tunneling, 111- 117.
  • McCarthy, J.D., Graniero, P.A. 2006. A GIS-based borehole data management and 3D visualization system. Comput Geosci 32, 1699-1708.
  • Mesec, J., Težak, D., Grubešić, M. 2015. The use of explosives for improvement of clay soils. Environmental Engineering 2 (2), 95-101.
  • Muhovec, I. 1987. Uloga i karakter geotehničkih sidara s osvrtom na značenje injekcijskog zahvata. Geotehnička sigra i sidrene Konstr. 3-25.
  • Pamuk, E., Özdağ, C.Ö., Tunçel, A., Özyalın, Ş., Akgün,M. 2018. Local site effects evaluation for Aliağa/ İzmir using HVSR (Nakamura technique) and methods. Natural Hazards 90 (2), 887-899.
  • Park, C.B, Miller, R.D., Xia, J. 1999. Multi-channel analysis of surface waves - active and passive methods, Geophysics 64 (3), 800-808.
  • Pribičević, B., Medak, D. 2003. Geodesy in civil engineering. University of Rijeka-Faculty of Civil Engineering: Zagreb, Croatia, 110.
  • Qingwen, L., Yuan, L., Gautam, D., Dongping, S., Lan, Q., Liping, W., Jianghui, D. 2015. Analysis of the Blasting Compaction on Gravel Soil. Journal of Chemistry 9.
  • Schepers, R., Rafat, G., Gelbke, C., Lehmann, B. 2001. Application of borehole logging, core imaging and tomography to geotechnical exploration. International Journal of Rock Mechanics and Mining Sciences 38, 867-876.
  • Shakeran, M., Eslami, A., Ahmadpour, M. 2016. Geotechnical aspects of explosive compaction. Shock and vibration, 14.
  • Soltani, D., Taheri, M., Vanapalli, S. 2019. Shrink behavior of rubberized expansive clays during alternate wetting and drying. Minerals 9, 224.
  • Strelec, S., Jug, J., Težak, D., Mesec, J. 2019. Improving rigidity of clay by using explosives and proofing by multichannel analysis of surface waves . IOP Conference Series: Earth and Environmental Science 221 (1), Prag, Czech Republic: IOP Publishing Ltd, 012056, 8.
  • Sućeska, M. 2001. Eksplozije i eksplozivi - njihova mirnodopska primjena, Brodarski institut, Zagreb, 305.
  • Težak, D. 2018. Influence of the blasting features on the expansion in clay soil, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, Doctoral thesis, 236 s, Zagreb.
  • Težak, D., Kranjčić, N., Mesec, J. 2018. Integration of global navigation satellite system (GNSS) and borehole camera for purpose of modeling the blasting in clay soil, 18 International Multidisciplinary Scientific GeoConference SGEM 2018.
  • Težak, D., Stanković, S., Kovač, I. 2019. Dependence Models of Borehole Expansion on Explosive Charge in Spherical Cavity Blasting. Geosciences 9, 383, 18.
  • Official Gazette. 2004. Decision on Establishing Official Geodetic Data and Planar Projection of the Republic of Croatia. Official Journal of the Republic of Croatia 110/2004, 114/2004 Zagreb.
  • Wu, H., Pollard, D.D. 2002. Imaging 3-D fracture networks around boreholes. American Association of Petroleum Geologists Bulletin 4, 593-604.
  • Zhongqi, W., Yong, L. 2003. Numerical analysis on dynamic deformation mechanism of soils under blast loading, Soil Dynamics and Earthquake Engineering 23 (8), 705-714.
There are 29 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Denis Težak This is me 0000-0002-4932-073X

Nikola Kranjčıć This is me 0000-0001-7219-9440

Bojan đurın This is me 0000-0002-2361-8036

Mihaela Juras This is me 0000-0003-3508-7743

Publication Date December 15, 2020
Published in Issue Year 2020 Volume: 163 Issue: 163

Cite

APA Težak, D., Kranjčıć, N., đurın, B., Juras, M. (2020). Integration of the GNSS method and borehole camera to model the resulting spherical cavity generated by the main charge blast in clay. Bulletin of the Mineral Research and Exploration, 163(163), 115-130. https://doi.org/10.19111/bulletinofmre.726391
AMA Težak D, Kranjčıć N, đurın B, Juras M. Integration of the GNSS method and borehole camera to model the resulting spherical cavity generated by the main charge blast in clay. Bull.Min.Res.Exp. December 2020;163(163):115-130. doi:10.19111/bulletinofmre.726391
Chicago Težak, Denis, Nikola Kranjčıć, Bojan đurın, and Mihaela Juras. “Integration of the GNSS Method and Borehole Camera to Model the Resulting Spherical Cavity Generated by the Main Charge Blast in Clay”. Bulletin of the Mineral Research and Exploration 163, no. 163 (December 2020): 115-30. https://doi.org/10.19111/bulletinofmre.726391.
EndNote Težak D, Kranjčıć N, đurın B, Juras M (December 1, 2020) Integration of the GNSS method and borehole camera to model the resulting spherical cavity generated by the main charge blast in clay. Bulletin of the Mineral Research and Exploration 163 163 115–130.
IEEE D. Težak, N. Kranjčıć, B. đurın, and M. Juras, “Integration of the GNSS method and borehole camera to model the resulting spherical cavity generated by the main charge blast in clay”, Bull.Min.Res.Exp., vol. 163, no. 163, pp. 115–130, 2020, doi: 10.19111/bulletinofmre.726391.
ISNAD Težak, Denis et al. “Integration of the GNSS Method and Borehole Camera to Model the Resulting Spherical Cavity Generated by the Main Charge Blast in Clay”. Bulletin of the Mineral Research and Exploration 163/163 (December 2020), 115-130. https://doi.org/10.19111/bulletinofmre.726391.
JAMA Težak D, Kranjčıć N, đurın B, Juras M. Integration of the GNSS method and borehole camera to model the resulting spherical cavity generated by the main charge blast in clay. Bull.Min.Res.Exp. 2020;163:115–130.
MLA Težak, Denis et al. “Integration of the GNSS Method and Borehole Camera to Model the Resulting Spherical Cavity Generated by the Main Charge Blast in Clay”. Bulletin of the Mineral Research and Exploration, vol. 163, no. 163, 2020, pp. 115-30, doi:10.19111/bulletinofmre.726391.
Vancouver Težak D, Kranjčıć N, đurın B, Juras M. Integration of the GNSS method and borehole camera to model the resulting spherical cavity generated by the main charge blast in clay. Bull.Min.Res.Exp. 2020;163(163):115-30.

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