Damage assessment of Siverek Castle during the Kahramanmaraş Earthquakes (Mw 7.7 and Mw 7.6) on 06 February 2023: Remediation and strengthening proposals

MakaleAçık Erişim
  • SDG 11 · Sürdürülebilir Şehirler ve Topluluklar

Özet

On February 6, 2023, two significant earthquakes with magnitudes (Mw) of 7.7 and 7.6 struck Turkey, occurring nine hours apart. In addition to the tragic loss of over 50,000 lives in the earthquakes centered in Kahramanmaraş, hundreds of thousands of engineering structures, such as residences, schools, hospitals, historical landmarks, highways, and more, were severely damaged. This study assesses the damages and risk scenario following the Kahramanmaraş earthquakes concerning Siverek Castle. In addition, remediation and strengthening proposals, required to eliminate the damage and the possible risk, have been developed. The initial stage involved observational damage assessments on the castle and surrounding slopes as part of field studies, identifying five different types of damage and potential risks. Subsequently, a precise 3D digital model of the damaged castle and its slopes was generated using the digital photogrammetry method. Additionally, geological and geophysical studies were conducted in the field to determine the characteristics of the mound structure, historical castle walls, soil and rock on the slope. Non-destructive, geophysical methods consisting Vertical Electrical Sounding (VES), Seismic Refraction Method (SRM) and Multichannel Analysis of Surface Waves (MASW) measurements were specifically employed in the area with historical remnants. To verify the obtained data, five boreholes were drilled in the lower parts of the slope, and experimental studies were conducted to determine the soil and rock material properties of the slope. In the numerical studies, a total of 54 2D stability analyses were performed under static, long-term static, and dynamic conditions. Additionally, 1000 different probabilistic rockfall analyses were conducted, both in 2D and 3D, to calculate the run-out distance, bounce height, velocity, and kinetic energies of the blocks that fell or were about to fall during the earthquake. In the final stage of the study, remediation and strengthening recommendations were prepared for the strengthening of the fortification walls and slopes where failures occurred, and stability analyses were conducted. Consequently, a design proposal recommending five distinct approaches to remediate and strengthen the castle and slopes impacted by the Kahramanmaraş earthquakes was endorsed by the relevant authorities, and construction has commenced. When the remediation and strengthening works are completed, the security of the cultural heritage will be ensured, and it is planned to be opened to visitors.

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AlanDeğerDil
dc.contributor.authorNasery, Mohammad Manzoor
dc.contributor.authorÇelik, Muhammet
dc.contributor.authorŞadoğlu, Erol
dc.date.accessioned2026-10-22T10:19:20.918606618Z
dc.date.available2026-10-22T10:19:20.918606618Z
dc.date.issued2024
dc.description.abstractOn February 6, 2023, two significant earthquakes with magnitudes (Mw) of 7.7 and 7.6 struck Turkey, occurring nine hours apart. In addition to the tragic loss of over 50,000 lives in the earthquakes centered in Kahramanmaraş, hundreds of thousands of engineering structures, such as residences, schools, hospitals, historical landmarks, highways, and more, were severely damaged. This study assesses the damages and risk scenario following the Kahramanmaraş earthquakes concerning Siverek Castle. In addition, remediation and strengthening proposals, required to eliminate the damage and the possible risk, have been developed. The initial stage involved observational damage assessments on the castle and surrounding slopes as part of field studies, identifying five different types of damage and potential risks. Subsequently, a precise 3D digital model of the damaged castle and its slopes was generated using the digital photogrammetry method. Additionally, geological and geophysical studies were conducted in the field to determine the characteristics of the mound structure, historical castle walls, soil and rock on the slope. Non-destructive, geophysical methods consisting Vertical Electrical Sounding (VES), Seismic Refraction Method (SRM) and Multichannel Analysis of Surface Waves (MASW) measurements were specifically employed in the area with historical remnants. To verify the obtained data, five boreholes were drilled in the lower parts of the slope, and experimental studies were conducted to determine the soil and rock material properties of the slope. In the numerical studies, a total of 54 2D stability analyses were performed under static, long-term static, and dynamic conditions. Additionally, 1000 different probabilistic rockfall analyses were conducted, both in 2D and 3D, to calculate the run-out distance, bounce height, velocity, and kinetic energies of the blocks that fell or were about to fall during the earthquake. In the final stage of the study, remediation and strengthening recommendations were prepared for the strengthening of the fortification walls and slopes where failures occurred, and stability analyses were conducted. Consequently, a design proposal recommending five distinct approaches to remediate and strengthen the castle and slopes impacted by the Kahramanmaraş earthquakes was endorsed by the relevant authorities, and construction has commenced. When the remediation and strengthening works are completed, the security of the cultural heritage will be ensured, and it is planned to be opened to visitors.
dc.description.sponsorshipGaziantep Directorate of Surveying and Monuments
dc.description.sponsorshipENKA
dc.identifier.articlenumber107511
dc.identifier.doi10.1016/j.enggeo.2024.107511
dc.identifier.eissn1872-6917
dc.identifier.issn0013-7952
dc.identifier.scopus2-s2.0-85190827508
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/11772
dc.identifier.volume334
dc.identifier.wosWOS:001293722200001
dc.language.isoen
dc.publisherElsevier B.V.
dc.relation.ispartofEngineering Geology
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectCultural heritage
dc.subjectKahramanmaraş earthquakes
dc.subjectRemediation and strengthening
dc.subjectRockfall analysis
dc.subjectSiverek castle
dc.subjectSlope stability
dc.subject.classificationEngineering, Geological
dc.subject.classificationGeosciences, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationGeology
dc.subject.otherKahramanmaras
dc.subject.otherTurkey
dc.subject.other3D modeling
dc.subject.otherDamage detection
dc.subject.otherEarthquakes
dc.subject.otherKinetic energy
dc.subject.otherRemediation
dc.subject.otherRisk assessment
dc.subject.otherRock bursts
dc.subject.otherSurface waves
dc.subject.otherCultural heritages
dc.subject.otherDamage assessments
dc.subject.otherEngineering structures
dc.subject.otherHistorical landmarks
dc.subject.otherKahramanmaraş earthquake
dc.subject.otherRemediation and strengthening
dc.subject.otherRockfall analyse
dc.subject.otherRockfalls
dc.subject.otherSiverek castle
dc.subject.otherStability analyze
dc.subject.otherassessment method
dc.subject.othercultural heritage
dc.subject.otherdigital photogrammetry
dc.subject.otherearthquake damage
dc.subject.otherearthquake event
dc.subject.otherrockfall
dc.subject.otherseismic refraction
dc.subject.otherslope stability
dc.titleDamage assessment of Siverek Castle during the Kahramanmaraş Earthquakes (Mw 7.7 and Mw 7.6) on 06 February 2023: Remediation and strengthening proposals
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex20
rdl.citation.scopus21
rdl.citation.wos19
rdl.oa.statusgreen
rdl.oa.statuspreprint
rdl.oa.urlhttps://hdl.handle.net/20.500.12440/6230
rdl.sdgSDG11
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)