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Combined Use of Standard Penetration Test and Shear Wave Velocities in Liquefaction Analysis: Çanakkale Example

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Advanced Technologies, Systems, and Applications VII (IAT 2022)

Abstract

In order to investigate the liquefaction potential of the Çanakkale residential area, 151 boreholes, SPT, and 1027 classification tests were performed on disturbed samples, and 110 units of shear wave velocity (Vs) were determined by multi-channel analysis (MASW) of surface waves, and Vs values determined by underground water level information is used. Unlike previous studies, which were made using the simplified method based on SPT-N, liquefaction potential index (IL) and liquefaction risk index (IR) maps based on the standard penetration test (SPT) as well as Vs parameters were created separately for the Çanakkale settlement area. Very high IL and IR values were obtained in most of the city centers around Sarıçay. At the same time, analyses were repeated for different energy levels in order to investigate the effect of the energy coefficient, which is one of the SPT numbers of impact correction factors, on the analysis. As a result of all the analyses, it is thought that the energy level transferred in the SPT significantly affects the results, and since shear wave velocity (Vs) does not require such a correction, using SPT-N values as a reference in the analyses will reduce the negative effects that may arise from the uncertainties in field tests.

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References

  1. Youd, T., Perkins, D.: Mapping liquefaction-induced ground failure potential. ASCE J Geotech. Eng Div. 104, 433–446 (1978)

    Article  Google Scholar 

  2. Seed, H.B., Idriss, I.M.: Simplified procedure for evaluating soil liquefaction potential. J. Soil Mech. Found. Div. ASCE 97, 1249–1273 (1971)

    Article  Google Scholar 

  3. Iwasaki, T., Arakawa, T., Tokida, K.: Simplified procedures for assessing soil liquefaction during earthquakes. J. Soil Dyn. Earthquake Eng. 3(1), 49–58 (1984)

    Google Scholar 

  4. Tokimatsu, K., Nakamura, K.: A liquefaction test without membrane penetration effects. Soils Found. 26(4), 127–138 (1986)

    Article  Google Scholar 

  5. Robertson, P.K., Wride, C.E.: Evaluating cyclic liquefaction potential using the cone penetration test. Can. Geotech. J. 35(3), 442–459 (1998)

    Article  Google Scholar 

  6. Tsuchida, H.: Prediction and countermeasure against the liquefaction in sand deposits. Seminar in the Port and Harbor Research Institute, pp. 3.1– 3.33 (1970)

    Google Scholar 

  7. Seed, H.B., Tokimatsu, K., Harder, L.F., Chung, R.: Influence of SPT procedures in soil liquefaction resistance evaluations. J. Geotech. Eng. ASCE 111(12), 1425–1445 (1985)

    Article  Google Scholar 

  8. Youd, T., Carter, B.: Influence of soil softening and liquefaction on spectral acceleration. J. Geotech. Geoenviron. Eng. 131(7), 811–825 (2005)

    Article  Google Scholar 

  9. Idriss, I.M., Boulanger, R.W.: Semi-empirical procedures for evaluating liquefaction potential during earthquakes. In: 3rd International Conference on Earthquake Geotechnical Engineering (ICEGE) on Proceedings, pp. 32–56. Stallion Press, Singapore (2004)

    Google Scholar 

  10. Ishihara, K., Yasuda, S.: Sand liquefaction due to irregular excitation. Soils Found. 12(4), 65–77 (1972)

    Article  Google Scholar 

  11. Andrus, R.D., Stokoe, K.H., II.: Liquefaction resistance of soils from shear-wave velocity. J. Geotech. Geoenviron. Eng. ASCE 126(11), 1015–1025 (2000)

    Article  Google Scholar 

  12. Uyanık, O., Taktak, A.G.: A new method for liquefaction analysis from shear wave velocity and predominant resonance period. Süleyman Demirel Univ. J. Nat. Appl. Sci. 13(1), 74–81 (2009)

    Google Scholar 

  13. Uyanık, O.: Soil liquefaction analysis based on soil and earthquake parameters. J. Appl. Geophys. 176, 104004 (2020)

    Article  Google Scholar 

  14. Tunusluoglu, M.C., Karaca, O.: Liquefaction severity mapping based on SPT data: a case study in Canakkale city (NW Turkey). Environ. Earth Sci. 77(12), 1–29 (2018). https://doi.org/10.1007/s12665-018-7597-x

    Article  Google Scholar 

  15. Bekler, T., Demirci, A., Ekinci, Y.L., Büyüksaraç, A.: Analysis of local site conditions through geophysical parameters at a city under earthquake threat: Çanakkale. NW Turkey. J Appl Geophys. 63, 31–39 (2019)

    Article  Google Scholar 

  16. Büyüksaraç, A., et al.: Project Report of Çanakkale Belediyesi İmar Planına Esas Jeolojik-Jeoteknik Etüt. Çanakkale (2013). (in Turkish)

    Google Scholar 

  17. Büyüksaraç, A., Bekler, T., Demirci, A., Eyisüren, O.: New insights into the dynamic characteristics of alluvial media under the earthquake prone area: a case study for the Çanakkale city settlement (NW of Turkey). Arab. J. Geosci. 14(20), 1–15 (2021). https://doi.org/10.1007/s12517-021-08430-3

    Article  Google Scholar 

  18. Büyüksaraç A., et al.: Project Report of Çanakkale Belediyesi Karacaören ve Çevresi Zemin Araştırma (2013). (in Turkish)

    Google Scholar 

  19. Youd, T.L., et al.: Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. J. Geotech. Geoenviron. Eng. ASCE 127, 817–833 (2001)

    Article  Google Scholar 

  20. Anbazhagan, P., Ayush, A., Prakash, D.: Effect of energy efficiency of hammer on liquefaction potential of soil. In: Indian Geotechnical Conference (IGC2016), IIT Madras, Chennai, India (2016)

    Google Scholar 

  21. Howie, J.A., Daniel, C.R., Jackson, R.S., Walker, B.: Comparison of energy measurement methods in the standard penetration test. technical report, U.S.: The University of British Columbia (2003)

    Google Scholar 

  22. Xia, J., Miller, R.D., Park, C.B.: Estimation of near-surface shear-wave velocity by inversion of Rayleigh waves. Geophysics 64(3), 691–700 (1999)

    Article  Google Scholar 

  23. Robertson, P.K., Woeller, D.J., Finn, W.D.L.: Seismic cone penetration test for evaluating liquefaction potential under cyclic loading. Can. Geotech. J. Ottawa 29, 686–695 (1992)

    Article  Google Scholar 

  24. Maurer, B.W., Green, R.A., Cubrinovski M.B., Bradley, A.: Evaluation of the liquefaction potential index for assessing liquefaction hazard in Christchurch. N.Z. J. Geotechn. Geoenviron. Eng. 140(7), 04014032 (2014)

    Google Scholar 

  25. Ishihara, K.: Stability of natural deposits during earthquakes. In: 11th International Conference on Soil Mechanics and Foundation Engineering on Proceedings, vol. 1, pp. 321–376, Balkema, Rotterdam, The Netherlands (1985)

    Google Scholar 

  26. Lee, D.H., Ku, C.S., Yuan, H.: A study of the liquefaction risk potential at Yuanlin. Taiwan. Eng. Geol. 71, 97–117 (2004)

    Article  Google Scholar 

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Correspondence to Onur Eyisüren .

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Eyisüren, O., Karaca, Ö., Büyüksaraç, A., Işık, E. (2023). Combined Use of Standard Penetration Test and Shear Wave Velocities in Liquefaction Analysis: Çanakkale Example. In: Ademović, N., Mujčić, E., Mulić, M., Kevrić, J., Akšamija, Z. (eds) Advanced Technologies, Systems, and Applications VII. IAT 2022. Lecture Notes in Networks and Systems, vol 539. Springer, Cham. https://doi.org/10.1007/978-3-031-17697-5_5

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