DOI QR코드

DOI QR Code

Investigation of blast-induced ground vibration effects on rural buildings

  • 투고 : 2014.11.07
  • 심사 : 2015.02.28
  • 발행 : 2015.05.10

초록

In this paper, blast-induced vibration effects on buildings located in rural areas were investigated. Damages to reinforced concrete, adobe and masonry buildings were evaluated in Çatakk$\ddot{o}pr\ddot{u}$ and Susuz villages in Silvan district of Diyarbakir, Turkey. Blasting of stiff rocks to construct highway at vicinity of the villages damaged the buildings seriously. The most important reason of the damages is lack of engineering services and improper constructed buildings according to the current building design codes. Also, it is determined that, inappropriate blast method and soft soil class increased the damages to the buildings. The study focuses on four points: Blast effect on buildings, soil conditions in villages, building damages and evaluation of damage reasons according to the current Turkish Earthquake Code (TEC).

키워드

참고문헌

  1. Aldas, G.G.U. and Ecevitoglu, B. (2008), "Waveform analysis in mitigation of blast-induced vibrations", J. App. Geo., 66, 25-30. https://doi.org/10.1016/j.jappgeo.2008.08.004
  2. Ates, S., Kahya, V., Yurdakul, M. and Adanur, S. (2013), "Damages on reinforced concrete buildings due to consecutive earthquakes in Van", Soil Dyn. Earthq. Eng., 53, 109-118. https://doi.org/10.1016/j.soildyn.2013.06.006
  3. Augenti, N. and Parisi, F. (2010), "Learning from construction failures due to the 2009 L'Aquila, Italy, earthquake", J. Perf. Const. Fac., ASCE, 24(6), 536-555. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000122
  4. Bayraktar, A., Altunisik, A.C. and Pehlivan, M. (2013), "Performance and damages of reinforced concrete buildings during the October 23 and November 9, 2011 Van, Turkey, earthquakes", Soil Dyn. Earthq. Eng., 53, 49-72. https://doi.org/10.1016/j.soildyn.2013.06.004
  5. Bayraktar, A., Coskun, N. and Yalcin, A. (2007), "Performance of masonry stone buildings during the March 25 and 28, 2004 Askale (Erzurum) earthquakes in Turkey", J. Perf. Const. Fac., ASCE, 21(6), 432-40. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:6(432)
  6. Bayraktar, A., Turker, T., Altunisik, A.C. and Sevim, B. (2010), "Evaluation of blast effects on reinforced concrete buildings considering operational modal analysis results", Soil Dyn. Earthq. Eng., 30, 310-319. https://doi.org/10.1016/j.soildyn.2009.12.005
  7. Braga, F., Manfredi, V., Masi, A., Salvatori, A. and Vona, M. (2011), "Performance of non-structural elements in RC buildings during the L'Aquila, 2009 earthquake", Bull. Earthq. Eng., 9, 307-24. https://doi.org/10.1007/s10518-010-9205-7
  8. Calayir, Y., Sayin, E. and Yon, B. (2012), "Performance of structures in the rural area during the March 8, 2010 Elazig -Kovancilar earthquake", Nat. Hazard., 61(2), 703-717. https://doi.org/10.1007/s11069-011-0056-6
  9. Celep, Z., Erken, A., Taskin, B. and Ilki, A. (2011), "Failures of masonry and concrete buildings during the March 8, 2010 Kovancilar and Palu (Elazig) Earthquakes in Turkey", Eng. Fail. Anal., 18(3), 868-889. https://doi.org/10.1016/j.engfailanal.2010.11.001
  10. Chen, G. and Huang, S. (2001), "Analysis of ground vibrations caused by open pit production blasts: a case study", Fragb. Int. J. Blast. Frag., 5(1-2), 91-107.
  11. Dogangun, A. (2004), "Performance of reinforced concrete buildings during the May 1, 2003 Bingol Earthquake in Turkey", Eng. Struct., 26 (6), 841-56. https://doi.org/10.1016/j.engstruct.2004.02.005
  12. Hoshino, T., Mogi, G. and Shaoquan, K. (2000), "Optimum delay interval design in delay blasting", Fragb. Int. J. Blast. Frag., 4, 139-148.
  13. Maqsood, S.T. and Schwarz, J. (2010), "Building vulnerability and damage during the 2008 Baluchistan earthquake in Pakistan and past experiences", Seis. Res. Let., 81(3), 514-525. https://doi.org/10.1785/gssrl.81.3.514
  14. Ozer, U. (2008), "Environmental impacts of ground vibration induced by blasting at different rock units on the Kadikoy-Kartal metro tunnel", Eng. Geo., 100(1-2), 82-90. https://doi.org/10.1016/j.enggeo.2008.03.006
  15. Parisi, F. and Augenti, N. (2013), "Earthquake damages to cultural heritage constructions and simplified assessment of artworks", Eng. Fail. Anal., 34,735-760. https://doi.org/10.1016/j.engfailanal.2013.01.005
  16. Rafi, M.M., Lodi, S.H., Ahmed, M. and Alam, N. (2015), "Observed damages in Pakistan due to 16 April 2013 Iran earthquake", Bull. Earthq. Eng., 13(2), 703-724. https://doi.org/10.1007/s10518-014-9638-5
  17. Sayin, E., Yon, B., Calayir, Y. and Gor, M. (2014), "Construction failures of masonry and adobe buildings during the 2011 Van earthquakes in Turkey", Struct. Eng. Mech., 51(3), 503-518. https://doi.org/10.12989/sem.2014.51.3.503
  18. Sayin, E., Yon, B., Calayir, Y. and Karaton, M. (2013), "Failures of masonry and adobe buildings during the June 23 2011 Maden-(Elazig) earthquake in Turkey", Eng. Fail. Anal., 34, 779-791. https://doi.org/10.1016/j.engfailanal.2012.10.016
  19. Tripathy, G. and Gupta, I.D. (2002), "Prediction of ground vibrations due to construction blasts in different types of rock", Rock Mech. Rock Eng., 35(3), 195-204. https://doi.org/10.1007/s00603-001-0022-9
  20. Turkish Earthquake Code 2007, Ankara, Turkey.
  21. Yon, B., Sayin, E. and Koksal, T.S. (2013), "Seismic response of buildings during the May 19, 2011 Simav, Turkey earthquake", Earthq. Struct., 5 (3), 343-357 https://doi.org/10.12989/eas.2013.5.3.343
  22. Zhao, B., Taucer, F. and Rossetto, T. (2009), "Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China", Eng. Struct., 31, 1707-1723. https://doi.org/10.1016/j.engstruct.2009.02.039

피인용 문헌

  1. Guided wave formation in coal mines and associated effects to buildings vol.60, pp.6, 2016, https://doi.org/10.12989/sem.2016.60.6.923
  2. Assessment of nonlinear static and incremental dynamic analyses for RC structures vol.18, pp.6, 2016, https://doi.org/10.12989/cac.2016.18.6.1195
  3. New methodology to prevent blasting damages for shallow tunnel vol.15, pp.6, 2015, https://doi.org/10.12989/gae.2018.15.6.1227
  4. Field measurement and numerical simulation of excavation damaged zone in a 2000 m-deep cavern vol.16, pp.4, 2015, https://doi.org/10.12989/gae.2018.16.4.399
  5. Optimization Analysis of Controlled Blasting for Passing through Houses at Close Range in Super-Large Section Tunnels vol.2019, pp.None, 2019, https://doi.org/10.1155/2019/1941436
  6. Effect of rebar spacing on the behavior of concrete slabs under projectile impact vol.77, pp.3, 2015, https://doi.org/10.12989/sem.2021.77.3.329