Research Article

An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake

Volume: 11 Number: 3 September 30, 2025

An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake

Abstract

This study investigates the liquefaction phenomena in the İskenderun Bay by revisiting the site that was liquefied during the first major strike of the Kahramanmaraş earthquake events on February 6th, 2023 (with a moment magnitude of 7.7). Firstly, the recorded input motions around the site are described. Accordingly, the soil profiles at the site are illustrated, along with the measured Standard Penetration Test (SPT) values. Later, the liquefaction analyses are conducted using a simplified method. Additionally, the two soil profiles are modelled and simulated under one of the recorded input motions at the site. Both analytical and numerical results clearly illustrate a high level of liquefaction possibility, with safety factors well below the threshold value of 1, particularly at the granular soil layers. Moreover, the generation of excess pore water pressure appears to increase as it moves through the ground surface within the sandy and silty soil layers. This implicitly indicates the liquefaction susceptibility of granular soil layers at the top 20 m of the site. It also highlights the effectiveness of the simplified and numerical approaches in predicting liquefaction.

Keywords

References

  1. S. L. Kramer, Geotechnical earthquake engineering, Pearson Education India, 1996.
  2. Y. Zhang, Y. Xie, Y. Zhang, J. Qiu, S. Wu, The adoption of deep neural network (DNN) to the prediction of soil liquefaction based on shear wave velocity, Journal of Bulletin of Engineering Geology and the Environment 80 (6) (2021) 5053-5060.
  3. C. Meisina, R. Bonì, F. Bozzoni, D. Conca, C. Perotti, P. Persichillo, C. G. Lai, Mapping soil liquefaction susceptibility across Europe using the analytic hierarchy process, Bulletin of Earthquake Engineering 20 (11) (2022) 5601-5632.
  4. S. Lirer, A. Chiaradonna, L. Mele, Soil liquefaction: From mechanisms to effects on the built environment, Italian Geotechnical Journal-Rivista Italiana Di Geotecnica 54 (3) (2020) 23-51.
  5. M. Kazama, N. Sento, R. Uzuoka, M. Ishimaru, Progressive damage simulation of foundation pile of the Showa bridge caused by lateral spreading during the 1964 Niigata earthquake, presented at the 2nd International Conference for Disaster Mitigation and Rehabilitation, Nanjing, CHINA, May 30-Jun 02, 2008.
  6. S. Bhattacharya, K. Tokimatsu, K. Goda, R. Sarkar, M. Shadlou, M. Rouholamin, Collapse of Showa Bridge during 1964 Niigata earthquake: A quantitative reappraisal on the failure mechanisms, Soil Dynamics and Earthquake Engineering 65 (2014) 55-71.
  7. A. Chiaradonna, A. d'Onofrio, F. Silvestri, G. Tropeano, Prediction of nonlinear soil behaviour in saturated sand: A loosely coupled approach for 1D effective stress analysis, presented at the 7th International Conference on Earthquake Geotechnical Engineering (ICEGE), Rome, ITALY, Jun 17-20, 2019.
  8. Y. B. Sönmezer, A. Akyüz, K. Kayabali, Investigation of the effect of grain size on liquefaction potential of sands, Geomechanics and Engineering 20 (3) (2020) 243-254.

Details

Primary Language

English

Subjects

Earthquake Engineering, Civil Geotechnical Engineering

Journal Section

Research Article

Early Pub Date

September 30, 2025

Publication Date

September 30, 2025

Submission Date

May 22, 2025

Acceptance Date

August 11, 2025

Published in Issue

Year 2025 Volume: 11 Number: 3

APA
Guzel, Y., & Güzel, F. (2025). An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake. Journal of Advanced Research in Natural and Applied Sciences, 11(3), 260-275. https://doi.org/10.28979/jarnas.1704353
AMA
1.Guzel Y, Güzel F. An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake. JARNAS. 2025;11(3):260-275. doi:10.28979/jarnas.1704353
Chicago
Guzel, Yusuf, and Fidan Güzel. 2025. “An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake”. Journal of Advanced Research in Natural and Applied Sciences 11 (3): 260-75. https://doi.org/10.28979/jarnas.1704353.
EndNote
Guzel Y, Güzel F (September 1, 2025) An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake. Journal of Advanced Research in Natural and Applied Sciences 11 3 260–275.
IEEE
[1]Y. Guzel and F. Güzel, “An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake”, JARNAS, vol. 11, no. 3, pp. 260–275, Sept. 2025, doi: 10.28979/jarnas.1704353.
ISNAD
Guzel, Yusuf - Güzel, Fidan. “An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake”. Journal of Advanced Research in Natural and Applied Sciences 11/3 (September 1, 2025): 260-275. https://doi.org/10.28979/jarnas.1704353.
JAMA
1.Guzel Y, Güzel F. An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake. JARNAS. 2025;11:260–275.
MLA
Guzel, Yusuf, and Fidan Güzel. “An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake”. Journal of Advanced Research in Natural and Applied Sciences, vol. 11, no. 3, Sept. 2025, pp. 260-75, doi:10.28979/jarnas.1704353.
Vancouver
1.Yusuf Guzel, Fidan Güzel. An Investigation into the Liquefaction Phenomena in the Iskenderun Bay Following the February 6 Kahramanmaraş Earthquake. JARNAS. 2025 Sep. 1;11(3):260-75. doi:10.28979/jarnas.1704353

 

 

 

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