Journals / Black Sea Journal of Engineering and Science / 2026 / Cilt: 9 Sayı: 1

Analysis of Liquefaction Potential of Soils by Object Oriented Computer Software: 6th of February, 2023 Kahramanmaraş Earthquake Case

Olgun Köksal(SAMSUN ÜNİVERSİTESİ)0000-0001-8448-6404
Zeki Karaca(ONDOKUZ MAYIS ÜNİVERSİTESİ, MÜHENDİSLİK FAKÜLTESİ)0000-0003-1130-5259
Pages
274–286
Publication Date
2025-12-23
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Consequently, it is understood that soils with liquefaction potential should be determined through using the software, and foundation design should be made by the soil conditions.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The soil under dynamic effects such as earthquakes causes great damage to the structure.
📊
Key Findings & Data:On the 6th of February 2023 Kahramanmaraş, earthquakes and many others, many people lost their lives in structures damaged due to liquefaction.
💡
Conclusion & Impact:Consequently, it is understood that soils with liquefaction potential should be determined through using the software, and foundation design should be made by the soil conditions.
🔬Design:Araştırma Makalesi
📍Scope:2023 Verileri
⚙️Variables:Kahramanmaraş earthquakes · liquefaction · software

Abstract

The soil under dynamic effects such as earthquakes causes great damage to the structure. One of the most important causes of damage caused by earthquakes is liquefaction. On the 6th of February 2023 Kahramanmaraş, earthquakes and many others, many people lost their lives in structures damaged due to liquefaction. Türkiye Building Earthquake Regulation (2018) explains what should be done about liquefaction. In this study, computer software that calculates the liquefaction potential according to the earthquake code is developed. The software is prepared using MATLAB programming language, which is an object-oriented language. This software calculates the liquefaction potential of soil layers according to possible earthquakes and Standard Penetration Test data. Consequently, it is understood that soils with liquefaction potential should be determined through using the software, and foundation design should be made by the soil conditions.

Özet

The soil under dynamic effects such as earthquakes causes great damage to the structure. One of the most important causes of damage caused by earthquakes is liquefaction. On the 6th of February 2023 Kahramanmaraş, earthquakes and many others, many people lost their lives in structures damaged due to liquefaction. Türkiye Building Earthquake Regulation (2018) explains what should be done about liquefaction. In this study, computer software that calculates the liquefaction potential according to the earthquake code is developed. The software is prepared using MATLAB programming language, which is an object-oriented language. This software calculates the liquefaction potential of soil layers according to possible earthquakes and Standard Penetration Test data. Consequently, it is understood that soils with liquefaction potential should be determined through using the software, and foundation design should be made by the soil conditions.

🔖

Cite This Article

Köksal, O., Karaca, Z. (2025). Analysis of Liquefaction Potential of Soils by Object Oriented Computer Software: 6th of February, 2023 Kahramanmaraş Earthquake Case. Black Sea Journal of Engineering and Science, Cilt: 9 Sayı: 1, 274–286. https://doi.org/10.34248/bsengineering.1797566

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References (23)

  1. Castro, G. (1969). Liquefaction of sands (Doctoral dissertation, Harvard University).
  2. Çetin, K. O., Soylemez, B., Güzel, H., & Cakir, E. (2025). Soil liquefaction sites following the February 6, 2023, Kahramanmaraş-Türkiye earthquake sequence. Bulletin of Earthquake Engineering, 23(2), 921–944. https://doi.org/10.1007/s10518-024-02051-4
  3. Davran, S., Özocak, A., Sert, S., & Bol, E. (2024). Evaluation of liquefaction potential on alluvial soils by numerical analysis and effect of soil improvement on the analysis. Journal of Polytechnic, 27(3), 1029–1041. https://doi.org/10.2339/politeknik.1332854
  4. Disaster and Emergency Management Authority (AFAD). (2025). Official website. https://www.afad.gov.tr/ (accessed on March 9, 2025).
  5. Gücek, S., Afacan, K. B., & Zorluer, İ. (2025). The fact of soil amplification and liquefaction after the earthquakes of February 6, 2023: Examples of Antakya, Gölbaşı, Türkoğlu. Afyon Kocatepe University Journal of Science and Engineering, 23(3), 740–752. https://doi.org/10.35414/akufemubid.1458269
  6. Idriss, I. M., & Boulanger, R. W. (2006). Semi-empirical procedures for evaluating liquefaction potential during earthquakes. Soil Dynamics and Earthquake Engineering, 26(2–4), 115–130. https://doi.org/10.1016/j.soildyn.2004.11.023
  7. Ishihara, K. (1984). Post-earthquake failure of a tailings dam due to liquefaction of pond deposit. 1st International Conference on Case Histories in Geotechnical Engineering, May 6–11, St. Louis, MO, ABD.
  8. Ishihara, K. (1985). Stability of natural deposits during earthquakes. Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering (Volume 1, pp. 321–376). A. A. Balkema.
  9. Ishihara, K. (1993). Liquefaction and flow failure during earthquakes. Géotechnique, 43(3), 351–451. https://doi.org/10.1680/geot.1993.43.3.351
  10. Karafagka, S., Fotopoulou, S., & Pitilakis, D. (2023). The effect of soil liquefaction and lateral spreading to the seismic vulnerability of RC frame buildings considering SSI. Journal of Earthquake Engineering, 27(16), 4786–4808. https://doi.org/10.1080/13632469.2022.2110190
  11. Kramer, S. L., & Stewart, J. P. (2024). Geotechnical earthquake engineering (2nd ed.). CRC Press.
  12. MATLAB. 2023, URL: https://matlab.mathworks.com/ (accessed date: October 9, 2025).
  13. Ministry of Interior Disaster and Emergency Management Authority. (2018). Turkish building earthquake code (TBEC-2018).
  14. Özaydın, K. (2007). Soil liquefaction. In Proceedings of the 6th National Conference on Earthquake Engineering
  15. PEER. (2025). Pacific Earthquake Engineering Research Center. Retrieved 08.10.2025 from https://peer.berkeley.edu/
  16. Seed, H. B., & Idriss, I. M. (1971). Simplified procedure for evaluating soil liquefaction potential. Journal of the Soil Mechanics and Foundations Division, 97(9), 1249–1273. https://doi.org/10.1061/JSFEAQ.0001662
  17. Seed, H. B., Idriss, I. M., & Arango, I. (1983). Evaluation of liquefaction potential using field performance data. Journal of Geotechnical Engineering, 109(3), 458–482. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(458
  18. Seed, R. B. (1990). SPT-based analysis of cyclic pore pressure and undrained residual soil strength. Proceedings of the H. Bolton Seed Memorial Symposium (2nd ed., pp. 351–376). University of California, Berkeley.
  19. Shende, P., Barai, V., Jaiswal, Y., Lohakar, A., Shaw, S. K., & Khan, H. A. (2023). The study of newly established approaches to control soil liquefaction: An overview. Materials Today: Proceedings. https://doi.org/10.1016/j.matpr.2023.05.513
  20. Terzaghi, K. (1925). Erdbaumechanik auf bodenphysikalischer Grundlage. F. Deuticke. TMMOB İnşaat Mühendisleri Odası (İMO). (2023). Kahramanmaraş depremleri raporu yayınlandı. https://www.imo.org.tr/TR,149057/ (accessed on October 9, 2025).
  21. Tsai, C.-C., Lin, W.-C., Chu, M.-C., & Chi, C.-C. (2022). Experimental study on the mechanism of sand boils and associated settlements due to soil liquefaction in loose sand. Engineering Geology, 306, 106708. https://doi.org/10.1016/j.enggeo.2022.106708
  22. Youd, T. L., & Idriss, I. M. (2001). Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. Journal of Geotechnical and Geoenvironmental Engineering, 127(4), 297–313. https://doi.org/10.1061/(ASCE)1090-0241(2001)
  23. Youd, T. L., Harp, E. L., Keefer, D. K., & Wilson, R. C. (1985). The Borah Peak, Idaho earthquake of October 28, 1983: Liquefaction. Earthquake Spectra, 2(1), 71–89. https://doi.org/10.1193/1.1585292