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Engineering Geological Assessment of a Slope Instability: A Case Study in the Guzelyali Region (Canakkale, Turkey)

Yıl 2023, Cilt: 44 Sayı: 2, 142 - 165, 24.08.2023
https://doi.org/10.17824/yerbilimleri.1281981

Öz

Guzelyali village, 20 km southwest of Canakkale city, is located on the shore of the Canakkale Strait (Dardanelles). The residential area located at the entrance to Guzelyali village has experienced landslides at different times since November 2001. In February 2013, the Güzelyalı landslide was triggered again due to severe rainstorms. As a result of the landslide, deformations and cracks formed in buildings, garden walls and the Canakkale-Guzelyali road. In this study, the aim was to determine the most appropriate improvement method to prevent landslides by determining the depth of the slip surface that caused the Guzelyali landslide and the geotechnical properties of the units. For this purpose, field observations, drilling, obtaining appropriate samples from these works for index and mechanical tests and monitoring studies by using inclinometers were carried out in order to evaluate the instability. As a result of inclinometer measurements, the displacement speed of the landslide was generally determined as 2.5-63.5 cm/year, indicating the landslide moves very slowly. In addition, slope stability analyses were carried out using the limit equilibrium and the finite element methods. To determine the shear strength parameters along the failure surface at the time of the failure, back analyses were performed based on the Janbu model for non-circular failure models in the direction of the landslide movement. It was also proposed to establish drainage systems on slope’s surface in the landslide area. However, considering the stability analysis and the land use in the landslide area, it is considered that remediation using micro piles will be a reliable and economical remediation method.

Teşekkür

The author would like to express their gratitude to the municipality of Canakkale for information and the logs of geotechnical boreholes.

Kaynakça

  • AFAD (Ministry of Interior Disaster and Emergency Management Presidency) 2018. The earthquake hazard map of Turkey, interactive web applications (https://tdth.afad.gov.tr/TDTH/main.xhtml). (Accessed 24 November 2021)
  • Alemdag, S., Kaya, A, Karadag, M., Gurocak, Z., Bulut, F., 2015. Utilization of the limit equilibrium and finite element methods for the stability analysis of the slope debris: An example of the Kalebasi District (NE Turkey). Journal of African Earth Sciences 106:134–146.http://dx.doi.org/10.1016/j.jafrearsci.2015.0 3.010
  • Bowles, J., 1996. Foundation Analysis and Design, McGraw-Hill, New York.
  • Buyuksarac, A., Bekler, T., Yalciner, CC., Karaca, O., Ekinci, Y.L., Alper. D., 2015. Geological and geotechnical investigation project report of Guzelyali Village settlement area prepared for Canakkale Municipality and Revealing the Behavior of Canakkale Guzelyali Landslides and Investigation of Performance-Based Solution Possibilities, p 155. (in Turkish)
  • Chandler, R.J., 1977. Back analysis techniques for slope stabilisation works: a case record. Geotechnique 27:479–495. https://doi.org/10.1680/geot.1977.27.4.479
  • Cheng, Y.M., Lansivaara, T., Wei, W.B., 2007. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics 34:137-150. https://doi.org/10.1016/j.compgeo.2006.10. 011
  • Chowdhury, R., 2010. Geotechnical Slope Analysis. CRC Press, Taylor & Francis Group, London, UK. Craig, R.F., 1992. Soil mechanics. Chapman and Hall, London.
  • Cruden, D.M., Varnes, D.J., 1996. Landslide Types and Processes. In: Turner AK, Schuster RL (ed) Landslides: Investigation and Mitigation. Transportation Research Board, Special Report, pp 36-75.
  • Ercanoglu, M., Gokceoglu, C., 2002. Assessment of landslide susceptibility for a landslide-prone area (North of Yenice, NW Turkey) by fuzzy approach. Environmental Geology 41, 720–730. https://doi.org/10.1007/s00254-001-0454-2
  • Fahimifar, A., Abdolmaleki, A., Soltani, P., 2014. Stabilization of rock slopes using geogrid boxes. Arab J Geosci 7:609-621. https://doi.org/10.1007/s12517-012-0755-7
  • Greenway, D.R., 1987. Vegetation and Slope Stability. In: Slope Stability, MG Anderson and KS Richards (ed). John Wiley, Newyork, pp 187-230.
  • Gokceoglu, C., Sonmez, H., Nefeslioglu, H.A., Duman, T.Y., Can, T., 2005. The March 17, 2005 Kuzulu landslide (Sivas, Turkey) and landslide susceptibility map of its near vicinity. Engineering Geology 81(1):65-83. https://doi.org/10.1016/j.enggeo.2005.07.0 11
  • Gurbuz, C., Aktar, M., Eyidogan, H., Cisternas, A., Haessler, H., Barka, A., Ergin, M., Turkelli, N., Polat, O., Ucer, S.B., Kuleli. S., Baris, S., Kaypak, B., Bekler, T., Zor, E., Bicmen, F., Yoruk, A. 2000. The seismotectonics of the Marmara region (Turkey): results from a microseismic experiment. Tectonophysics 316:1–17.
  • Guzzetti, F., Carrara, A., Cardinalli, M., Reichenbach, P., 1999. Landslide hazard evaluation: a review of current techniques and their application in a multi-scale study, Central Italy. Geomorphology 31:181–216.
  • Hoek, E., Bray, J.W., 1981. Rock slope engineering, 3rd edn. Institution of Mining and Metallurgy, Stephen Austin and Sons Ltd.
  • Isik, N.S., Doyuran, V., Ulusay, R., 2004. Assessment of a coastal landslide subjected to building loads at Sinop, Black Sea region, Turkey, and stabilization measures. Engineering Geology 75, 69-88. https://doi.org/10.1016/j.enggeo.2004.05.0 02
  • Kayabasi, A., Gokceoglu, C., 2012. Coal mining under difficult geological conditions: The Can lignite open pit (Canakkale, Turkey). Engineering Geology 135-136, 66-82. https://doi.org/10.1016/j.enggeo.2012.03.0 08
  • Kaya, A., Akgun, A., Karaman, K., Bulut, F., 2016. Understanding the mechanism of a slope failure on nearby a highway tunnel route by different slope stability analysis methods: a case from NE Turkey. Bull Eng Geol Environ, 75:945-958. https://doi.org/ 10.1007/s10064-015-0770-5
  • Kaya, A., 2017. Geotechnical assessment of a slope stability problem in the Citlakkale residential area (Giresun, NE Turkey). Bull Eng Geol Environ 76:875-889. https://doi.org/10.1007/s10064-016-0896-0
  • KGM (General Directorate of Highways), 2012. Technical specification for highway roadside engineering structures. (in Turkish)
  • Marcuson, W.F., Franklin, A.G., 1983. Analysis and remedial measures to improve the stability of existing dams. In: Howard TR (ed) Seismic design of embankments and caverns. ASCE, New York.
  • Parry, R.H.G., 1995. Mohr circles, Stress Paths and Geotechnics. E & FN Spon, An Imprint of Chapman & Hall, London.
  • Rocscience, 2011. PHASE2 Version 8.0 - Finite element analysis for excavations and slopes. Rocsciences Inc, Toronto.
  • Rocscience, 2012. SLIDE Version 6.0 – 2D limit equilibrium slope stability analysis, Rocsciences Inc, Toronto. Siyako, M., 2006. Thracian Basin Tertiary rock units. Stratigraphy Committee Lithostratigraphic Units Series-2, pp 43–83. (in Turkish).
  • Sonmez, H., Ulusay, R., Gokceoglu, C., 1998. A practical procedure for the back analysis of slope failures in closely jointed rock masses. International Journal of Rock Mechanisms Mining Science and Geomechanics Abstracts 35 (2), 219–233.
  • Tatar, O., Perincek, D., Koksal, O., Buyuksarac, A., Berilgen, M., Bekler, T., Tunusluoglu, M.C., Yalciner, C.C., Ekinci, Y.L., Demirci, A., 2011. Geological, Geophysical, Geotechnical and Building Survey Report of the Landslide Occurred on 14 July 2011 at the Gendarme General Command Canakkale Special Education Center Command Facilities, p 231. (in Turkish)
  • Teoman, M.B., Topal, T., Isik, N.S., 2004. Assessment of slope stability in Ankara clay: a case study along E90 highway. Environmental Geology 45:963–977. https://doi.org/10.1007/s00254-003-0954-3
  • Topal, T., Akin, M., 2009. Geotechnical assessment of a landslide along a natural gas pipeline for possible remediations (Karacabey-Turkey). Environmental Geology 57(3):611–620. https://doi.org/10.1007/s00254-008-1330-0
  • Topsakal, E., Topal, T., 2015. Slope stability assessment of a reactivated landslide on the Artvin-Savsat junction of a provincial road in Meydancik, Turkey. Arabian Journal of Geosciences 8(3):1769–1786. https://doi.org/10.1007/s12517-013-1210-0
  • Topal, T., Hatipoglu, O., 2015. Assessment of slope stability and monitoring of a landslide in the Koyulhisar settlement area (Sivas, Turkey). Environmental Earth Sciences 74:4507-4522. https://doi.org/10.1007/s12665-015-4476-6
  • Tschuchnigg, F., Schweiger, H.F., Sloan, S.W., 2015. Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history. Computers and Geotechnics 70:178-189. http://dx.doi.org/10.1016/j.compgeo.2015.0 7.019
  • Tunusluoglu, M.C., Karaca, O., Baba, A., 2009. Evaluation of Mass Movement at South- West of Canakkale City (Guzelyali). 62nd Geological Congress of Turkey, Proceedings Book, p 406-407. (in Turkish)
  • Tunusluoglu, M.C., 2014. Assessment of the instability mechanism of spillway with reference to an earthfill dam in the Northwest Turkey. Arab J Geosci 7(1):407– 418. https://doi.org/10.1007/s12517-012-0780-6
  • Tunusluoglu, M.C., Karaca, O., 2018. Geotechnical Assessment of Guzelyali Landslide (Canakkale). 71st Geological Congress of Turkey, Proceedings Book, p 419-420. (in Turkish)
  • Turner, A.K., Schuster, R.L., 1996. Landslides, Investigation and Mitigation. Transportation Reasearch Board, Special Report 247.
  • Ulusay, R., Gokceoglu, C., Sonmez, H., Tuncay, E., 2001. Causes, mechanism and environmental impacts of instabilities at Himmetoglu coal mine and possible remedial measures. Environmental Geology 40 (6), 769-786.
  • Ulusay, R., Ekmekci, M., Tuncay, E., Hasancebi, N., 2014. Improvement of slope stability based on integrated geotechnical evaluations and hydrogeological conceptualisation at a lignite open pit. Engineering Geology 181, 261-280. http://dx.doi.org/10.1016/j.enggeo.2014.08.005
  • Wyllie, D.C., Mah, C.W., 2004. Rock slope engineering: civil and mining, 4th edn. Spon Press, Taylor & Francis Group, London and New York.
  • Yigitbas, E., Baba, A., Yilmazer, I., Bozcu, M., Deniz, O., Kurcer, A., Kaya, M.A., Sengul, E., Ekinci, Y., Kose, K., 2005. Guzelyali (Canakkale) Landslide Survey Report in Northeastern Section of Map 27J, p 122. (in Turkish)
  • Yigitbas, E., Baba, A., Tunusluoglu, M.C., Karaca, O., 2008. Geological and Geotechnical Investigation Report of the Landslide Occurring at the Gendarme General Command Canakkale Special Education Center Command Facilities. Canakkale Onsekiz Mart University Environmental Problems Research and Application Center, p 41. (in Turkish)
  • Yigitbas, E., Bekler, T., Demirci, A., Ekinci, Y.L., Tunusluoglu, M.C., Karaca, O., Alkan, Z., Zirek, I., Yalciner, C.C., Buyuksarac, A., Kurban, Y.C., Oztoprak, S., Arslan, B., Eyisuren, O., 2016. Canakkale Landslides, p 190. (in Turkish)

Bir Şev Duraysızlığının Mühendislik Jeolojisi Değerlendirmesi: Güzelyalı Bölgesinde Bir Vaka Çalışması (Çanakkale, Türkiye)

Yıl 2023, Cilt: 44 Sayı: 2, 142 - 165, 24.08.2023
https://doi.org/10.17824/yerbilimleri.1281981

Öz

Güzelyalı köyü, Çanakkale şehirinin 20 km güneybatısında, Çanakkale Boğazı kıyında yer almaktadır. Güzelyalı köyünün girişinde yer alan yerleşim alanında Kasım 2001 tarihinden itibaren farklı zamanlarda heyelanlar yaşanmıştır. Şubat 2013’te, Güzelyalı heyelanı şiddetli yağış nedeniyle tekrar tetiklenmiştir. Heyelan sonucu binalarda, bahçe duvarlarında ve Çanakkale-Güzelyalı yolunda deformasyonlar ve çatlaklar oluşmuştur. Bu çalışmada, Güzelyalı heyelanına neden olan kayma yüzeyinin derinliği ve birimlerin jeoteknik özellikleri belirlenerek heyelanların önlenmesi için en uygun iyileştirme yönteminin belirlenmesi amaçlanmıştır. Bu amaçla, duraysızlığın değerlendirilmesi amacıyla arazi gözlemleri, sondaj çalışmaları, sondaj çalışmaları ile indeks ve mekanik testler için örnek alma ve inklinometre kullanılarak izleme çalışmaları yapılmıştır. İnklinometre ölçümleri sonucunda heyelanın yer değiştirme hızı genel olarak 2,5-63,5 cm/yıl olarak belirlenmiş olup heyelanın çok yavaş hareket ettiğini göstermektedir. Ayrıca, limit denge yöntemi ve sonlu elemanlar yöntemi kullanılarak şev stabilitesi analizleri yapılmıştır. Yenilme anında yenilme yüzeyi boyunca makaslama dayanımı parametrelerini belirlemek için, heyelan hareketi yönünde dairesel olmayan yenilme modelleri için Janbu modeline dayalı olarak geriye dönük analizler yapılmıştır. Ayrıca, heyelan bölgesinde şev yüzeyinde drenaj sistemlerinin kurulması önerilmiştir. Ancak stabilite analizleri ve heyelan bölgesindeki arazi kullanımı dikkate alındığında mikro kazıklarla iyileştirmenin güvenilir ve ekonomik bir iyileştirme yöntemi olacağı düşünülmektedir.

Kaynakça

  • AFAD (Ministry of Interior Disaster and Emergency Management Presidency) 2018. The earthquake hazard map of Turkey, interactive web applications (https://tdth.afad.gov.tr/TDTH/main.xhtml). (Accessed 24 November 2021)
  • Alemdag, S., Kaya, A, Karadag, M., Gurocak, Z., Bulut, F., 2015. Utilization of the limit equilibrium and finite element methods for the stability analysis of the slope debris: An example of the Kalebasi District (NE Turkey). Journal of African Earth Sciences 106:134–146.http://dx.doi.org/10.1016/j.jafrearsci.2015.0 3.010
  • Bowles, J., 1996. Foundation Analysis and Design, McGraw-Hill, New York.
  • Buyuksarac, A., Bekler, T., Yalciner, CC., Karaca, O., Ekinci, Y.L., Alper. D., 2015. Geological and geotechnical investigation project report of Guzelyali Village settlement area prepared for Canakkale Municipality and Revealing the Behavior of Canakkale Guzelyali Landslides and Investigation of Performance-Based Solution Possibilities, p 155. (in Turkish)
  • Chandler, R.J., 1977. Back analysis techniques for slope stabilisation works: a case record. Geotechnique 27:479–495. https://doi.org/10.1680/geot.1977.27.4.479
  • Cheng, Y.M., Lansivaara, T., Wei, W.B., 2007. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics 34:137-150. https://doi.org/10.1016/j.compgeo.2006.10. 011
  • Chowdhury, R., 2010. Geotechnical Slope Analysis. CRC Press, Taylor & Francis Group, London, UK. Craig, R.F., 1992. Soil mechanics. Chapman and Hall, London.
  • Cruden, D.M., Varnes, D.J., 1996. Landslide Types and Processes. In: Turner AK, Schuster RL (ed) Landslides: Investigation and Mitigation. Transportation Research Board, Special Report, pp 36-75.
  • Ercanoglu, M., Gokceoglu, C., 2002. Assessment of landslide susceptibility for a landslide-prone area (North of Yenice, NW Turkey) by fuzzy approach. Environmental Geology 41, 720–730. https://doi.org/10.1007/s00254-001-0454-2
  • Fahimifar, A., Abdolmaleki, A., Soltani, P., 2014. Stabilization of rock slopes using geogrid boxes. Arab J Geosci 7:609-621. https://doi.org/10.1007/s12517-012-0755-7
  • Greenway, D.R., 1987. Vegetation and Slope Stability. In: Slope Stability, MG Anderson and KS Richards (ed). John Wiley, Newyork, pp 187-230.
  • Gokceoglu, C., Sonmez, H., Nefeslioglu, H.A., Duman, T.Y., Can, T., 2005. The March 17, 2005 Kuzulu landslide (Sivas, Turkey) and landslide susceptibility map of its near vicinity. Engineering Geology 81(1):65-83. https://doi.org/10.1016/j.enggeo.2005.07.0 11
  • Gurbuz, C., Aktar, M., Eyidogan, H., Cisternas, A., Haessler, H., Barka, A., Ergin, M., Turkelli, N., Polat, O., Ucer, S.B., Kuleli. S., Baris, S., Kaypak, B., Bekler, T., Zor, E., Bicmen, F., Yoruk, A. 2000. The seismotectonics of the Marmara region (Turkey): results from a microseismic experiment. Tectonophysics 316:1–17.
  • Guzzetti, F., Carrara, A., Cardinalli, M., Reichenbach, P., 1999. Landslide hazard evaluation: a review of current techniques and their application in a multi-scale study, Central Italy. Geomorphology 31:181–216.
  • Hoek, E., Bray, J.W., 1981. Rock slope engineering, 3rd edn. Institution of Mining and Metallurgy, Stephen Austin and Sons Ltd.
  • Isik, N.S., Doyuran, V., Ulusay, R., 2004. Assessment of a coastal landslide subjected to building loads at Sinop, Black Sea region, Turkey, and stabilization measures. Engineering Geology 75, 69-88. https://doi.org/10.1016/j.enggeo.2004.05.0 02
  • Kayabasi, A., Gokceoglu, C., 2012. Coal mining under difficult geological conditions: The Can lignite open pit (Canakkale, Turkey). Engineering Geology 135-136, 66-82. https://doi.org/10.1016/j.enggeo.2012.03.0 08
  • Kaya, A., Akgun, A., Karaman, K., Bulut, F., 2016. Understanding the mechanism of a slope failure on nearby a highway tunnel route by different slope stability analysis methods: a case from NE Turkey. Bull Eng Geol Environ, 75:945-958. https://doi.org/ 10.1007/s10064-015-0770-5
  • Kaya, A., 2017. Geotechnical assessment of a slope stability problem in the Citlakkale residential area (Giresun, NE Turkey). Bull Eng Geol Environ 76:875-889. https://doi.org/10.1007/s10064-016-0896-0
  • KGM (General Directorate of Highways), 2012. Technical specification for highway roadside engineering structures. (in Turkish)
  • Marcuson, W.F., Franklin, A.G., 1983. Analysis and remedial measures to improve the stability of existing dams. In: Howard TR (ed) Seismic design of embankments and caverns. ASCE, New York.
  • Parry, R.H.G., 1995. Mohr circles, Stress Paths and Geotechnics. E & FN Spon, An Imprint of Chapman & Hall, London.
  • Rocscience, 2011. PHASE2 Version 8.0 - Finite element analysis for excavations and slopes. Rocsciences Inc, Toronto.
  • Rocscience, 2012. SLIDE Version 6.0 – 2D limit equilibrium slope stability analysis, Rocsciences Inc, Toronto. Siyako, M., 2006. Thracian Basin Tertiary rock units. Stratigraphy Committee Lithostratigraphic Units Series-2, pp 43–83. (in Turkish).
  • Sonmez, H., Ulusay, R., Gokceoglu, C., 1998. A practical procedure for the back analysis of slope failures in closely jointed rock masses. International Journal of Rock Mechanisms Mining Science and Geomechanics Abstracts 35 (2), 219–233.
  • Tatar, O., Perincek, D., Koksal, O., Buyuksarac, A., Berilgen, M., Bekler, T., Tunusluoglu, M.C., Yalciner, C.C., Ekinci, Y.L., Demirci, A., 2011. Geological, Geophysical, Geotechnical and Building Survey Report of the Landslide Occurred on 14 July 2011 at the Gendarme General Command Canakkale Special Education Center Command Facilities, p 231. (in Turkish)
  • Teoman, M.B., Topal, T., Isik, N.S., 2004. Assessment of slope stability in Ankara clay: a case study along E90 highway. Environmental Geology 45:963–977. https://doi.org/10.1007/s00254-003-0954-3
  • Topal, T., Akin, M., 2009. Geotechnical assessment of a landslide along a natural gas pipeline for possible remediations (Karacabey-Turkey). Environmental Geology 57(3):611–620. https://doi.org/10.1007/s00254-008-1330-0
  • Topsakal, E., Topal, T., 2015. Slope stability assessment of a reactivated landslide on the Artvin-Savsat junction of a provincial road in Meydancik, Turkey. Arabian Journal of Geosciences 8(3):1769–1786. https://doi.org/10.1007/s12517-013-1210-0
  • Topal, T., Hatipoglu, O., 2015. Assessment of slope stability and monitoring of a landslide in the Koyulhisar settlement area (Sivas, Turkey). Environmental Earth Sciences 74:4507-4522. https://doi.org/10.1007/s12665-015-4476-6
  • Tschuchnigg, F., Schweiger, H.F., Sloan, S.W., 2015. Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history. Computers and Geotechnics 70:178-189. http://dx.doi.org/10.1016/j.compgeo.2015.0 7.019
  • Tunusluoglu, M.C., Karaca, O., Baba, A., 2009. Evaluation of Mass Movement at South- West of Canakkale City (Guzelyali). 62nd Geological Congress of Turkey, Proceedings Book, p 406-407. (in Turkish)
  • Tunusluoglu, M.C., 2014. Assessment of the instability mechanism of spillway with reference to an earthfill dam in the Northwest Turkey. Arab J Geosci 7(1):407– 418. https://doi.org/10.1007/s12517-012-0780-6
  • Tunusluoglu, M.C., Karaca, O., 2018. Geotechnical Assessment of Guzelyali Landslide (Canakkale). 71st Geological Congress of Turkey, Proceedings Book, p 419-420. (in Turkish)
  • Turner, A.K., Schuster, R.L., 1996. Landslides, Investigation and Mitigation. Transportation Reasearch Board, Special Report 247.
  • Ulusay, R., Gokceoglu, C., Sonmez, H., Tuncay, E., 2001. Causes, mechanism and environmental impacts of instabilities at Himmetoglu coal mine and possible remedial measures. Environmental Geology 40 (6), 769-786.
  • Ulusay, R., Ekmekci, M., Tuncay, E., Hasancebi, N., 2014. Improvement of slope stability based on integrated geotechnical evaluations and hydrogeological conceptualisation at a lignite open pit. Engineering Geology 181, 261-280. http://dx.doi.org/10.1016/j.enggeo.2014.08.005
  • Wyllie, D.C., Mah, C.W., 2004. Rock slope engineering: civil and mining, 4th edn. Spon Press, Taylor & Francis Group, London and New York.
  • Yigitbas, E., Baba, A., Yilmazer, I., Bozcu, M., Deniz, O., Kurcer, A., Kaya, M.A., Sengul, E., Ekinci, Y., Kose, K., 2005. Guzelyali (Canakkale) Landslide Survey Report in Northeastern Section of Map 27J, p 122. (in Turkish)
  • Yigitbas, E., Baba, A., Tunusluoglu, M.C., Karaca, O., 2008. Geological and Geotechnical Investigation Report of the Landslide Occurring at the Gendarme General Command Canakkale Special Education Center Command Facilities. Canakkale Onsekiz Mart University Environmental Problems Research and Application Center, p 41. (in Turkish)
  • Yigitbas, E., Bekler, T., Demirci, A., Ekinci, Y.L., Tunusluoglu, M.C., Karaca, O., Alkan, Z., Zirek, I., Yalciner, C.C., Buyuksarac, A., Kurban, Y.C., Oztoprak, S., Arslan, B., Eyisuren, O., 2016. Canakkale Landslides, p 190. (in Turkish)
Toplam 41 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Mehmet Celal Tunusluoğlu 0000-0002-2421-6864

Yayımlanma Tarihi 24 Ağustos 2023
Gönderilme Tarihi 12 Nisan 2023
Kabul Tarihi 1 Haziran 2023
Yayımlandığı Sayı Yıl 2023 Cilt: 44 Sayı: 2

Kaynak Göster

EndNote Tunusluoğlu MC (01 Ağustos 2023) Engineering Geological Assessment of a Slope Instability: A Case Study in the Guzelyali Region (Canakkale, Turkey). Yerbilimleri 44 2 142–165.