Assessment of geoenvironmental problems at Hasankeyf Antique City (Türkiye)


TOPAL T., Kaya Y.

International Journal of Environmental Science and Technology, 2024 (SCI-Expanded) identifier

  • Yayın Türü: Makale / Tam Makale
  • Basım Tarihi: 2024
  • Doi Numarası: 10.1007/s13762-024-05534-7
  • Dergi Adı: International Journal of Environmental Science and Technology
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Agricultural & Environmental Science Database, Aqualine, Aquatic Science & Fisheries Abstracts (ASFA), Biotechnology Research Abstracts, CAB Abstracts, Compendex, Environment Index, Geobase, INSPEC, Pollution Abstracts, Veterinary Science Database
  • Anahtar Kelimeler: Deterioration, Dolomitic limestone, Erosion and undercutting, Hasankeyf, Slope instability, Türkiye
  • Orta Doğu Teknik Üniversitesi Adresli: Evet

Özet

The Hasankeyf Antique City contains several historical structures, ancient and new man-made caves. The dolomitic limestone exposed in the area is the main rock, but weak and not durable. The rock is deteriorated under environmental conditions such as wetting–drying and salt crystallization. The area is now partly under reservoir water of Ilısu dam. The aim of this study is to assess geoenvironmental problems of the Hasankeyf Antique City for different environmental conditions and evaluate possible mitigation measures by considering rock properties and archeological values of the site. Field and laboratory studies as well as various slope stability analyses were carried out. This study indicates that there are problems such as erosion and undercutting of the limestone, block failure associated with collapse of the man-made caves, rock weakening due to cyclic environmental conditions, and slope instabilities dominantly in the form of planar failure and rockfall. An engineering fill is constructed to mitigate the effect of harsh environmental conditions and wave effect due to reservoir water. It also works as lateral support for the steep cliffs. Already detached rocks having no archeological values are removed, and a critical block underneath the Small Palace is stabilized. Furthermore, the Small Palace being partly under reservoir level is raised in such a way that the ancient structure is well above the maximum reservoir level. On the other hand, systematic monitoring of the critical historical structures and limestone blocks should be considered to check the long-term behavior of these.