Liquefaction and performance of foundation systems in Iskenderun during 2023 Kahramanmaras-Turkiye earthquake sequence

Pelin Ozener; M. Murat Monkul; Ece Eseller Bayat; Abdulmuttalip Ari; Kemal Onder Cetin

doi:10.1016/j.soildyn.2023.108433

Liquefaction and performance of foundation systems in Iskenderun during 2023 Kahramanmaras-Turkiye earthquake sequence

Pelin Ozener
, M. Murat Monkul^*
, Ece Eseller Bayat
, Abdulmuttalip Ari
, Kemal Onder Cetin

^*Bu çalışma için yazışmadan sorumlu yazar

İnşaat Mühendisliği Bölümü

Yildiz Technical University
Yeditepe University
Middle East Technical University

Araştırma sonucu: Dergiye katkı › Makale › bilirkişi

32 Atıf (Scopus)

Özet

On February 6, 2023, two devastating earthquakes occurred on the East Anatolian Fault, Turkiye. The earthquakes had severe impacts on civil engineering structures in Iskenderun, Hatay. Reconnaissance studies were performed in Iskenderun to document and evaluate the performances of the different foundation systems and improved ground. Several soil liquefaction cases, including a boulevard, a mosque complex, fishing shelter, and military quarters were observed and documented along with the ground conditions and surface ejecta characteristics. The site observations during the reconnaissance study showed that the application of the unreinforced concrete piles was not a proper foundation solution against seismic loading and did not perform well. Whereas foundation systems including reinforced barrette piles and improved sites with jet grout columns were observed to perform quite well with negligible/no deformations. Observations at several structures indicate that conventional pile foundations also performed well, however structures built on deep foundation systems together with prior jet grout improved sites performed notably better.

Orijinal dil	İngilizce
Makale numarası	108433
Dergi	Soil Dynamics and Earthquake Engineering
Hacim	178
DOI'lar	https://doi.org/10.1016/j.soildyn.2023.108433
Yayın durumu	Yayınlandı - Mar 2024

Bibliyografik not

Publisher Copyright:
© 2023 Elsevier Ltd

Finansman

We would like to acknowledge the partial funding provided for the fieldwork by The Scientific and Technological Research Council of Turkiye (TÜBİTAK) “1002-C Natural Disasters-Focused Fieldwork Emergency Support Program (Doğal Afetler Odaklı Saha Çalışması Acil Destek Programı)”. The sieve analysis on the liquefied surface ejecta shown in Fig. 19 is conducted by graduate research assistant Yunus Emre Tütüncü at Yeditepe University, which is appreciated by the authors. Authors also acknowledge geotechnical engineer Mr. Sefa Elibol, for the technical information and data regarding the shopping mall. Furthermore, the contribution of ITU Ph.D. student Yaren Dizman during the site visit and gathering the ground motion records is greatly appreciated. Finally, authors want to thank Mr. Mehmet Atakaş for providing the photograph in Fig. 12 c. We would like to acknowledge the partial funding provided for the fieldwork by The Scientific and Technological Research Council of Turkiye (TÜBİTAK) “1002-C Natural Disasters-Focused Fieldwork Emergency Support Program (Doğal Afetler Odaklı Saha Çalışması Acil Destek Programı)”. The sieve analysis on the liquefied surface ejecta shown in Fig. 19 is conducted by graduate research assistant Yunus Emre Tütüncü at Yeditepe University, which is appreciated by the authors. Authors also acknowledge geotechnical engineer Mr. Sefa Elibol, for the technical information and data regarding the shopping mall. Furthermore, the contribution of ITU Ph.D. student Yaren Dizman during the site visit and gathering the ground motion records is greatly appreciated. Finally, authors want to thank Mr. Mehmet Atakaş for providing the photograph in Fig. 12c.

Finansörler
Doğal Afetler Odaklı Saha Çalışması Acil Destek Programı
International Technological University
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu

BM SKH

Bu sonuç, aşağıdaki Sürdürülebilir Kalkınma Hedefine/Hedeflerine katkıda bulunur

SKH 11 Sürdürülebilir Şehirler ve Topluluklar

Belgeye Erişim

10.1016/j.soildyn.2023.108433

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

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title = "Liquefaction and performance of foundation systems in Iskenderun during 2023 Kahramanmaras-Turkiye earthquake sequence",

abstract = "On February 6, 2023, two devastating earthquakes occurred on the East Anatolian Fault, Turkiye. The earthquakes had severe impacts on civil engineering structures in Iskenderun, Hatay. Reconnaissance studies were performed in Iskenderun to document and evaluate the performances of the different foundation systems and improved ground. Several soil liquefaction cases, including a boulevard, a mosque complex, fishing shelter, and military quarters were observed and documented along with the ground conditions and surface ejecta characteristics. The site observations during the reconnaissance study showed that the application of the unreinforced concrete piles was not a proper foundation solution against seismic loading and did not perform well. Whereas foundation systems including reinforced barrette piles and improved sites with jet grout columns were observed to perform quite well with negligible/no deformations. Observations at several structures indicate that conventional pile foundations also performed well, however structures built on deep foundation systems together with prior jet grout improved sites performed notably better.",

keywords = "Deep foundations, Earthquake, Ground failure, Ground improvement, Jet grout, Liquefaction, Sand, Silty sand",

author = "Pelin Ozener and Monkul, \{M. Murat\} and \{Eseller Bayat\}, Ece and Abdulmuttalip Ari and Cetin, \{Kemal Onder\}",

note = "Publisher Copyright: {\textcopyright} 2023 Elsevier Ltd",

year = "2024",

month = mar,

doi = "10.1016/j.soildyn.2023.108433",

language = "English",

volume = "178",

journal = "Soil Dynamics and Earthquake Engineering",

issn = "0267-7261",

}

TY - JOUR

T1 - Liquefaction and performance of foundation systems in Iskenderun during 2023 Kahramanmaras-Turkiye earthquake sequence

AU - Ozener, Pelin

AU - Monkul, M. Murat

AU - Eseller Bayat, Ece

AU - Ari, Abdulmuttalip

AU - Cetin, Kemal Onder

PY - 2024/3

Y1 - 2024/3

N2 - On February 6, 2023, two devastating earthquakes occurred on the East Anatolian Fault, Turkiye. The earthquakes had severe impacts on civil engineering structures in Iskenderun, Hatay. Reconnaissance studies were performed in Iskenderun to document and evaluate the performances of the different foundation systems and improved ground. Several soil liquefaction cases, including a boulevard, a mosque complex, fishing shelter, and military quarters were observed and documented along with the ground conditions and surface ejecta characteristics. The site observations during the reconnaissance study showed that the application of the unreinforced concrete piles was not a proper foundation solution against seismic loading and did not perform well. Whereas foundation systems including reinforced barrette piles and improved sites with jet grout columns were observed to perform quite well with negligible/no deformations. Observations at several structures indicate that conventional pile foundations also performed well, however structures built on deep foundation systems together with prior jet grout improved sites performed notably better.

AB - On February 6, 2023, two devastating earthquakes occurred on the East Anatolian Fault, Turkiye. The earthquakes had severe impacts on civil engineering structures in Iskenderun, Hatay. Reconnaissance studies were performed in Iskenderun to document and evaluate the performances of the different foundation systems and improved ground. Several soil liquefaction cases, including a boulevard, a mosque complex, fishing shelter, and military quarters were observed and documented along with the ground conditions and surface ejecta characteristics. The site observations during the reconnaissance study showed that the application of the unreinforced concrete piles was not a proper foundation solution against seismic loading and did not perform well. Whereas foundation systems including reinforced barrette piles and improved sites with jet grout columns were observed to perform quite well with negligible/no deformations. Observations at several structures indicate that conventional pile foundations also performed well, however structures built on deep foundation systems together with prior jet grout improved sites performed notably better.

KW - Deep foundations

KW - Earthquake

KW - Ground failure

KW - Ground improvement

KW - Jet grout

KW - Liquefaction

KW - Sand

KW - Silty sand

UR - https://www.scopus.com/pages/publications/85181809440

U2 - 10.1016/j.soildyn.2023.108433

DO - 10.1016/j.soildyn.2023.108433

M3 - Article

AN - SCOPUS:85181809440

SN - 0267-7261

VL - 178

JO - Soil Dynamics and Earthquake Engineering

JF - Soil Dynamics and Earthquake Engineering

M1 - 108433

ER -

Liquefaction and performance of foundation systems in Iskenderun during 2023 Kahramanmaras-Turkiye earthquake sequence

Özet

Bibliyografik not

Finansman

BM SKH

Belgeye Erişim

Diğer Dosyalar ve Linkler

Parmak izi

Alıntı Yap