DOI QR코드

DOI QR Code

Liquefaction hazard assessment in a GIS environment: A case study of Buğday Pazarı neighborhood in Çankırı province

  • Erenm Yurdakul (Department of Civil Engineering, Cankiri Karatekin University) ;
  • Sevkim Ozturk (Department of Civil Engineering, Cankiri Karatekin University, Uluyazi Campus) ;
  • Enderm Sarifakioglu (Department of Civil Engineering, Cankiri Karatekin University)
  • 투고 : 2023.06.08
  • 심사 : 2024.02.15
  • 발행 : 2024.03.10

초록

Seismic movements have varying effects on structures based on characteristics of local site. During an earthquake, weak soils are susceptible to damage due to amplified wave amplitudes. Soil-structure interaction issue has garnered increased attention in Türkiye, after devastating earthquakes in Kocaeli Gölcük (1999), Izmir (2020), Kahramanmaraş Pazarcık and Elbistan (2023). Consequently, liquefaction potential has been investigated in detail for different regions of Türkiye, mainly with available field test results. Çankırı, a city located close to North Anatolian Fault, is mainly built on alluvium, which is prone to liquefaction. However, no study on liquefaction hazard has been conducted thus far. In this study, groundwater level map, SPT map, and liquefaction risk map have been generated using Geographical Information System (GIS) for the Buğday Pazarı District of Çankırı province. Site investigations studies previously performed for 47 parcels (76 boreholes) were used within the scope of this study. The liquefaction assessment was conducted using Seed and Idriss's (1971) simplified method and the visualization of areas susceptible to liquefaction risk has been accomplished. The results of this study have been compared with the City Council's precautionary map which is currently in use. As a result of this study, it is recommended that minimum depth of boreholes in the region should be at least 30m and adequate number of laboratory tests particularly in liquefiable areas should be performed. Another important recommendation for the region is that detailed investigation should be performed by local authorities since findings of this study differ from currently used precautionary map.

키워드

참고문헌

  1. Acar, M.C. and Kaya, D. (2023), "Geographic information system approach in evaluating the geotechnical properties of soils: A case study of Oymaagac in Kayseri", J. Fac. Eng. Architect. Gazi Univ., 38(2), 1079-1092. https://doi.org/10.17341/gazimmfd.946963.
  2. Afacan, B. and Guler, E. (2019), "Performance of new Turkish building code determination by soil amplification analysis", Proceedings of the International Conference on Earthquake Engineering and Seismology, Ankara, Turkiye, October.
  3. AFAD. (2021), "IRAP Il Afet Risk Azaltma Plani Hazirlama Kilavuzu", Ministry of Interior Disaster and Emergency Management Presidency.
  4. AFAD (2023), Deprem Katalogu; Ministry of Interior Disaster and Emergency Management Presidency, Ankara, Turkiye. https://deprem.afad.gov.tr/depremkatalogu.
  5. Akin, M.K. (2019), "Duzce kent merkezi zeminlerinin sivilasma potansiyelinin degerlendirilmesi", J. Geol. Eng., 43(1), 39-56. https://doi.org/10.24232/JMD.572465.
  6. Akyurek, B., Bilginer, E., Catal, E., Dager, Z., Soysal, Y. and Sunu, O. (1980), "Eldivan-Sabanozu (Cankiri), Hasayaz-Candir (Kalecik-Ankara) dolayinin jeolojisi", Research Report No. 6741; General Directorate of Mineral Research and Exploration, Ankara, Turkiye.
  7. Alsan, E., Tezucan, L. and Bath, M. (1976), "An earthquake catalogue for Turkey for the interval 1913-1970", Tectonophysics, 31(1-2). https://doi.org/10.1016/0040-1951(76)90159-1.
  8. Ates, S., Ozata, A., Gulmez, F., Osmancelebioglu, R., Mutlu, G., Ozerk, C., Yeleser, L. and Ustun, A.B. (2008), "Cankiri Ili ve Kentsel Alanlarin (Il-Ilce Merkezleri) Yerbilim Verileri", Research Report No. 11098; General Directorate of Mineral Research and Exploration, Ankara, Turkiye.
  9. Cetin, K.O. and Ilgac, M. (2023), "Reconnaissance Report on February 6, 2023 Kahramanmaras-Pazarcik (Mw=7.7) and Elbistan (Mw=7.6) Earthquakes", Turkiye Earthquake Reconnaissance and Research Alliance, Turkiye.
  10. Dash, H.K. and Sitharam, T.G. (2011), "Cyclic liquefaction and pore pressure response of sand-silt mixtures", Geomech. Eng., 3(2), 83-108. https://doi.org/10.12989/gae.2011.3.2.083.
  11. Dipova, N. and Cangir, B. (2017), "Lara - Kundu (Antalya) duzlugunun sivilasma siddeti indeksi'ne (LSI) dayali sivilasma haritasi", J. Geol. Eng., 41, 31-46. https://doi.org/10.24232/JMD.311839.
  12. Duman, E.S., Ikizler, S.B., Angin, Z. and Demir, G. (2014), "Assessment of liquefaction potential of the Erzincan, Eastern Turkey", Geomech. Eng., 7(6), 589-612. https://doi.org/10.12989/gae.2014.7.6.589.
  13. Ebadi-Jamkhaneh, M., Homaioon-Ebrahimi, A., Kontoni, D.P.N. and Shokri-Amiri, M. (2021), "Numerical FEM assessment of soil-pile system in liquefiable soil under earthquake loading including soil-pile interaction", Geomech. Eng., 27(5), 465-479. https://doi.org/10.12989/gae.2021.27.5.465.
  14. Esin, G. and Ceryan, S. (2015), "Burhaniye (Balikesir) yerlesim alaninin sivilasma potansiyelinin degerlendirilmesi", Yerbilimleri, 36(2), 81-96. https://doi.org/10.17824/YRB.47475.
  15. Frankel, A.D., Carver, D.L. and Williams, R.A. (2002), "Nonlinear and linear site response and basin effects in Seattle for the M 6.8 Nisqually, Washington, earthquake", Bull. Seismol. Soc. Am., 92(6), 2090-2109. https://doi.org/10.1785/0120010254.
  16. Gunes, M. and Ekmen, A.B. (2022), "Yalova ili Suleymanbey mahallesinde bulunan proje alaninin nonlineer sismik saha tepkisi kullanilarak sivilasma potansiyelinin incelenmesi", Adiyaman universitesi Muhendislik Bilimleri Dergisi, 9(17), 319-332. https://doi.org/10.54365/ADYUMBD.1061896.
  17. Hakyemez, Y., Barkurt, M.Y., Bilginer, E., Pehlivan, S., Can, B., Dager, Z. and Sozeri, B. (1986), "Yaprakli-Ilgaz-Cankiri-Candir Dolayinin Jeolojisi", Research Report No. 7996; General Directorate of Mineral Research and Exploration, Ankara, Turkiye.
  18. Isik, A., unsal, N., Gurbuz, A. and Sisman, E. (2016), "Fethiye yerlesim alanindaki zeminlerin spt ve kayma dalga hizi verileriyle sivilasma potansiyelinin degerlendirilmesi", J. Fac. Eng. Architect.Gazi Univ., 31(4), 1027-1037. https://doi.org/10.17341/GAZIMMFD.278458.
  19. Iwasaki, T., Tokida, K., Tatsuoka, F., Watanabe, S., Yasuda, S. and Sato, H. (1982), "Microzonation for soil liquefaction potential using simplified methods", Proceedings of the 3rd International Conference on Microzonation, Seattle, USA, June.
  20. Jakka, R.S., Hussain, M. and Sharma, M.L. (2015), "Effects on amplification of strong ground motion due to deep soils", Geomech. Eng., 8(5), 663-674. https://doi.org/10.12989/gae.2015.8.5.663.
  21. Johnston, A.C. and Schweig, E.S. (1996). "the enigma of the new madrid earthquakes of 1811-1812", Annu. Rev. Earth Pl. Sci., 24, 339-384. https://doi.org/10.1146/ANNUREV.EARTH.24.1.339.
  22. Kassas, K., Adamidis, O. and Anastasopoulos, I. (2022), "Structure-soil-structure interaction (SSSI) of adjacent buildings with shallow foundations on liquefiable soil", Earthq. Eng. Struct. Dyn., 51(10), 2315-2334. https://doi.org/10.1002/EQE.3665.
  23. Kayen, R.E. and Mitchell, J.K. (1997), "Assessment of liquefaction potential during earthquakes by arias intensity", J. Geotech. Geoenviron. Eng., 123(12), 1162-1174. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:12(1162).
  24. Kayen, R., Moss, R.E.S., Thompson, E.M., Seed, R.B., Cetin, K. O., Kiureghian, A., Der, Tanaka, Y. and Tokimatsu, K. (2013), "Shear-wave velocity-based probabilistic and deterministic assessment of seismic soil liquefaction potential", J. Geotech. Geoenviron. Eng., 139(3), 407-419. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000743.
  25. Ketin, I. (1976), "San Andreas ve Kuzey Anadolu Faylari arasinda bir karsilastirma", Bull. Geol. Soc. Turkey, 19, 149-154.
  26. Liao, S.S.C. and Whitman, R.V. (1986), "Overburden correction factors for spt in sand", J. Geotech. Eng., 112(3), 373-377. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:3(373).
  27. Molina-Gomez, F., Viana da Fonseca, A., Ferreira, C. and Camacho-Tauta, J. (2020), "Dynamic properties of two historically liquefiable sands in the Lisbon area", Soil Dyn. Earthq. Eng., 132, https://doi.org/10.1016/J.soildyn.2020.106101.
  28. Robertson, P.K. And Wride, C.E. (1998), "Evaluating cyclic liquefaction potential using the cone penetration test", Can. Geotech. J., 35, 442-459. https://doi.org/10.1139/T98-017.
  29. Seed R.B., Cetin K.O., Moss R.E.S., Kammerer A.M., Wu J., Pestana J.M., Riemer M.F., Sancio R.B., Bray R.B., Kayen R.E. and Faris A. (2003), "Recent advances in soil liquefaction engineering: a unified and consistent framework", Report No. EERC 2003-06, Earthquake Engineering Research Center, University of California, Berkeley, USA.
  30. Seed, H.B. and Idriss, I.M. (1971), "Simplified procedure for evaluating soil liquefaction potential", J. Soil Mech. Found. Division, 97(9), 1249-1273. https://doi.org/10.1061/JSFEAQ.0001662.
  31. Seed, H.B., Tokimatsu, K., Harder, L.F. and Chung, R.M. (1984), "The influence of SPT procedures in soil liquefaction resistance evaluations", EERC Report No. UCB/EERC 84/15; Earthquake Engineering Research Center, University of California, Berkeley, USA.
  32. Seed H.B., Tokimatsu K.., Harder L.F. and Chung R.M. (1985), "Influence of spt procedures in soil liquefaction resistance evaluations", J. Geotech. Eng., 111(12), 1425-1445. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:12(1425).
  33. Sen, T.K. (2009), Fundamentals of Seismic Loading on Structures, John Wiley and Sons, West Sussex, United Kingdom.
  34. Sengul, T. and Karabas, B. (2021), "Kutahya merkez ilcesinde sivilasma potansiyelinin cografi bilgi sistemi ile incelenmesi", Bilecik Seyh Edebali universitesi Fen Bilimleri Dergisi, 8(2), 817-825. https://doi.org/10.35193/BSEUFBD.962190.
  35. Silahtar, A., Karaaslan, H., Ozocak, A., Bol, E., Sert, S., Kocaman, K. and Ozsagir, M. (2023), "Assessment of the liquefaction potential of the Arifiye (Sakarya) region with multidisciplinary geoscience approaches in the GIS environment", J. Appl. Geophys., 212. https://doi.org/10.1016/j.jappgeo.2023.104983.
  36. Silahtar, A., Kanbur, M.Z. and Beyhan, G. (2020), "Investigation of a sedimentary basin by using gravity and seismic reflection data in the Isparta basin, southwestern Turkey", Bull. Eng. Geol. Environ., 79(8), 3971-3988. https://doi.org/10.1007/S10064-020-01804-Z.
  37. Skempton, A.W. (1986), "Standard penetration test procedures and the effect in sands of overburden pressure, relative density, particle size, aging and over-consolidation", Geotechnique, 36, 425-447. https://doi.org/10.1680/geot.1986.36.3.425.
  38. Sonmez, H. and Gokceoglu, C. (2005), "A liquefaction severity index suggested for engineering practice", Environ. Geol., 48, 81-91. https://doi.org/10.1007/S00254-005-1263-9.
  39. Sonmezer Y.B., Akyuz A. and Kayabali K. (2020), "Investigation of the effect of grain size on liquefaction potential of sands", Geomech. Eng., 20(3), 243-254. https://doi.org/10.12989/gae.2020.20.3.243.
  40. Sonmezer Y.B., Kayabali K., Beyaz T. and Fener M. (2022), "Influence of grain size ratio and silt content on the liquefaction potentials of silty sands", Geomech. Eng., 31(2), 167-181. https://doi.org/10.12989/gae.2022.31.2.167.
  41. Terzaghi, K., Peck, R.B. and Mesri, G. (1996), Soil mechanics in engineering practice, John Wiley and Sons Inc., New York, NY, USA.
  42. TUIK (2022), Biruni Adrese Dayali Nufus Kayit Sistemi Sonuclari, Turkiye. https://biruni.tuik.gov.tr/medas/?kn=95&locale=tr.
  43. Tunusluoglu, M.C. and Karaca, O. (2018), "Liquefaction severity mapping based on SPT data: a case study in Canakkale city (NW Turkey)", Environ. Earth Sci., 77(12), 422. https://doi.org/10.1007/S12665-018-7597-X.
  44. Tuysuz, O. and Dellaloglu, A.A. (1992), "Geologic evaluation of Cankiri basin and its tectonic units", Proceedings of the 9th Petroleum Congress of Turkiye, Ankara, Turkiye, February.
  45. Yilmaz, Z. and Cetin K.O. (2004), "GIS-based seismic soil liquefaction assessment for Sakarya City after 1999 Kocaeli Turkey Earthquake", Proceedings of the 11th International Conference on Soil Dynamics and Earthquake Engineering, U.C. Berkeley, CA, U.S.A, January.
  46. Youd, T.L. and Idriss I.M. (1997), "Proceedings of the NCEER workshops on evaluation of liquefaction resistance of soils", Technical Report No. NCEER-97-0022; NCEER, Utah, USA.
  47. Youd, T. L., Idriss, I. M., Andrus, R.D. et al. (2001), "Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEERNSF workshops on evaluation of liquefaction resistance of soils", J. Geotech. Geoenviron. Eng., 127(10), 297-313. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:4(297).