Field characterization of areas in İskenderun affected by liquefaction during the 2023 Kahramanmaraş earthquake

The 2023 Kahramanmaraş earthquake sequence significantly impacted southeastern Türkiye. A comprehensive field investigation of 40 cone penetration tests and 7 seismic cone penetration tests was conducted to characterize the subsurface conditions of several areas affected by liquefaction in the port city of İskenderun. The investigations were performed at a key seismic station in the area, five areas with differing liquefaction-induced building settlements, and three lateral spread sites. The reclaimed shoreline area, which exhibited the most significant liquefaction effects, is underlain by thick medium dense clean sand deposits. Ground shaking characteristics in the investigated areas are estimated and essential subsurface data for developing high-quality field case histories are developed to support studies of liquefaction triggering and effects in İskenderun. In this context, it contributes to advancing liquefaction engineering and informs seismic hazard mitigation strategies in urban areas.

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Publication Details

Journal
Earthquake Spectra
Published
2025-11-05
DOI
https://doi.org/10.1177/87552930251378227
Citations
3
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
2.86
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article

Field characterization of areas in İskenderun affected by liquefaction during the 2023 Kahramanmaraş earthquake

Diane Moug, Chenying Liu, Cody Arnold, Patrick Bassal et al.
3 citations
Earthquake Spectra
Geotechnical Engineering and Soil Mechanics
2.86
article

Field characterization of areas in İskenderun affected by liquefaction during the 2023 Kahramanmaraş earthquake

Diane Moug, Chenying Liu, Cody Arnold, Patrick Bassal, Jonathan D. Bray, Murat Bikçe, Jorge Macedo, Turan Durgunoğlu, Fikret Atalay
article en
3 citations

Abstract

The 2023 Kahramanmaraş earthquake sequence significantly impacted southeastern Türkiye. A comprehensive field investigation of 40 cone penetration tests and 7 seismic cone penetration tests was conducted to characterize the subsurface conditions of several areas affected by liquefaction in the port city of İskenderun. The investigations were performed at a key seismic station in the area, five areas with differing liquefaction-induced building settlements, and three lateral spread sites. The reclaimed shoreline area, which exhibited the most significant liquefaction effects, is underlain by thick medium dense clean sand deposits. Ground shaking characteristics in the investigated areas are estimated and essential subsurface data for developing high-quality field case histories are developed to support studies of liquefaction triggering and effects in İskenderun. In this context, it contributes to advancing liquefaction engineering and informs seismic hazard mitigation strategies in urban areas.

Earthquake SpectraVol. 41(5)
Portland State University (US), Georgia Institute of Technology (US), Istanbul Foundation for Research and Education (TR), ABS Consulting (United States) (US), İskenderun Technical University (TR), The Ohio State University (US), University of California, Berkeley (US)
Openalex Percentile: Top 9%
Geotechnical Engineering and Soil Mechanics
2.86
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