Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Assessment of geoenvironmental problems at Hasankeyf Antique City (Türkiye)
Date
2024-01-01
Author
Topal, Tamer
Kaya, Y.
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
77
views
0
downloads
Cite This
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.
Subject Keywords
Deterioration
,
Dolomitic limestone
,
Erosion and undercutting
,
Hasankeyf
,
Slope instability
,
Türkiye
URI
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85189198525&origin=inward
https://hdl.handle.net/11511/109337
Journal
International Journal of Environmental Science and Technology
DOI
https://doi.org/10.1007/s13762-024-05534-7
Collections
Department of Geological Engineering, Article
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
T. Topal and Y. Kaya, “Assessment of geoenvironmental problems at Hasankeyf Antique City (Türkiye),”
International Journal of Environmental Science and Technology
, pp. 0–0, 2024, Accessed: 00, 2024. [Online]. Available: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85189198525&origin=inward.