Araştırma Makalesi
BibTex RIS Kaynak Göster

Hamzadere Barajının Geoteknik İncelemesi

Yıl 2024, , 119 - 125, 31.12.2024
https://doi.org/10.55581/ejeas.1597255

Öz

Bu çalışmada, homojen toprak dolgu tipinde tasarlanan Hamzadere Barajı’nın jeolojik özellikleri incelenmiştir. Baraj gövdesini oluşturacak dolgu malzemesinin geoteknik açıdan uygunluğu çeşitli deneylerle araştırılmıştır. Bu kapsamda malzeme alanı olarak iki yer belirlenmiştir ve zeminlerin özelliklerini belirlemek amacıyla testler yapılmıştır. Toprak dolgu barajlar, önemli mühendislik projeleri olup büyük yatırım gerektiren yapılardır. Bu tür projelerde, ön incelemelerin yapılması, hem ekonomik verimlilik hem de yapı güvenliği açısından kritik bir rol oynamaktadır. Yanlış baraj yeri seçimi ve inşaat aşamasında uygun şekilde tasarlanmayan kil çekirdekleri, birçok mühendislik sorununa yol açabilir. Bu tür problemler, inşaat sürecinde veya barajın ömrü boyunca etkili olabilecek ciddi riskler oluşturabilmektedir. Bu yüzden yapılan bu çalışmayla, dolgu baraj inşasında zemin etütlerinin önemi gösterilmek istenmiştir. Bu çalışmayla Hamzadere Barajının mühendislik jeolojisine değinilmekte, dolgu sahalarından alınan malzemeler üzerinde yapılan deneysel çalışmalar anlatılmakta ve sonuçlan belirtilmektedir.

Kaynakça

  • Srivastava, H., Tiwari, R.P., Kumar, V., & Singh, D. (2021). A review on various geotechnical and geophysical investigations for a dam rehabilitation project. In Indian Geotechnical and Geoenvironmental Engineering Conference (pp. 83-93). Springer Nature, Singapore.
  • Tabwassah, C.A., & Obiefuna, G.I. (2012). Geophysical and geotechnical investigation of Cham failed dam project, NE Nigeria. Research Journal of Recent Sciences.
  • Wang, G. (2017). Recent advances in geotechnical engineering of dams and embankments. In Proceedings of the 19th international conference on soil mechanics and geotechnical engineering, Seoul.
  • Flores-Berrones, R., & López-Acosta, N. P. (2019). Geotechnical engineering applied on earth and rock-fill dams. In Hydraulic Structures-Theory and Applications.
  • Talukdar, P., & Dey, A. (2019). Hydraulic failures of earthen dams and embankments. Innovative Infrastructure Solutions, 4, 1-20.
  • Yardimci, E., Toprak dolgu barajların tasarım esasları–Boğazköy barajı örneği, (2019), Yüksek lisans tezi, İstanbul Üniversitesi, İstanbul.
  • Çalamak, M., Arıcı Y., & Yanmaz A.M. (2013). Türkiye’de baraj mühendisliğinin gelişimi üzerine bir değerlendirme. 3rd Hydraulic Structures Symposium. Ankara.
  • Belazouz, L., Bouzelha, K., Hammoum, H., Amiri, O., & Khelil, N. (2024). Reliability analysis of the slope stability of omogeneous earth dam under seismic loading. Periodica Polytechnica Civil Engineering, 68(1), 107-121.
  • Chaudhary, N., & Venkatesh, K. (2024). Slope stability analysis of earthen dam under seismic loading. National Academy Science Letters, 1-5.
  • Bozkuş, Z. (2004). Afet yönetimi için baraj yıkılma analizleri. Teknik Dergi, 74, 3335-3350.
  • Adamo, N., Al-Ansari, N., Sissakian, V., Laue, J., & Knutsson, S. (2020). Dam safety: general considerations. Journal of Earth Sciences and Geotechnical Engineering, 10(6), 1-21.
  • Adamo, N., Al-Ansari, N., Sissakian, V., Laue, J., & Knutsson, S. (2020). Dam safety and earthquakes. Journal of Earth Sciences and Geotechnical Engineering, 10(6), 79-132.
  • Imbrogno, D. F. Analysis of dam failures and development of a dam safety evaluation program, (2014), Master's thesis, The Ohio State University.
  • Zhang, L. M., Xu, Y., & Jia, J. S. (2009). Analysis of earth dam failures: A database approach. Georisk, 3(3), 184-189.
  • Ellingwood, B., Corotis, R. B., Boland, J., & Jones, N. P. (1993). Assessing cost of dam failure. Journal of Water Resources Planning and Management, 119(1), 64-82.
  • Warren, A. L. (2011). Investigation of dam incidents and failures. Proceedings of the Institution of Civil Engineers-Forensic Engineering, 164(1), 33-41.
  • Teton Dam Failure Review Group (US). (1977). Failure of Teton Dam: a report of findings. Department of the Interior, Bureau of Reclamation, Engineering and Research Center.
  • Sivapriya, S. V., & Anne Sherin, A. (2022). Causes and consequences of dam failures—case study. In Sustainable Practices and Innovations in Civil Engineering: Select Proceedings of Spıce 2021, 155-159.
  • Jiang, X., Wei, Y., Wu, L., & Lei, Y. (2018). Experimental investigation of failure modes and breaching characteristics of natural dams. Geomatics, Natural Hazards and Risk, 9(1), 33-48.
  • Foster, M., Fell, R., & Spannagle, M. (2000). The statistics of embankment dam failures and accidents. Canadian Geotechnical Journal, 37(5), 1000-1024.
  • Collin, J. G., Leshchinsky, D., Hung, C. J., & Brinckerhoff, P. (2005). Soil slope and embankment design reference manual. National Highway Institute (US).
  • Edil, T. B., & Berilgen, M. M. (2009). Construction of earth dams on soft ground: Principles and Examples. In Advances in Ground Improvement: Research to Practice in the United States and China, 298-307.
  • Ozaydın, K., Berilgen, M., Kilic, H., & Edil, T. (2007). Hamzadere Dam Foundation Improvement, Rept. to State Waterworks Directorate XI. District, Edirne, Turkey.
  • Çebi, U., Özer, S., Öztürk, O., Özcan, C., Tok, E., Şengörür, B., & Ahi, Y. (2019). Edirne ili barajlarının bazı fiziko-kimyasal özellikleri ve sulama suyu kalite sınıfları. Toprak Su Dergisi, 8(2), 96-106.
  • Ordu, E., Hamzadere-Koyuntepe Barajının mühendislik jeolojisi ve geoteknik incelemesi, (1996), Yüksek lisans tezi, Yıldız Teknik Üniversitesi, İstanbul.
  • Bowles, J.E. (1978). Engineering properties of soil and their measurement. 2nd Ed, McGraw-Hill Book Co., New York.
  • Casagrande, A. (1948). Classification and idendifıcation of Soils. Trans. ASCE, 113, 901-932.
  • Wasti, Y., Özkan, Y. & Yüksel, S. (1994). Labarotuvar koni penetrometre deneyleri ile drenajsız kayma dayanımı tayini. Zemin Mekaniği ve Temel Mühendisliği 5. Ulusal Kongresi, ODTÜ, Ankara.
  • Wroht, C.P., & Wood, D.M. (1978). The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15, 137-145.
  • Bentley, P.S. (1991). Correlations of soil properties. Pentech Press, London, UK.
  • Floyd, R. (1987). Design of small dams. U.S. Bureau of Reclamation, Denver.
  • Özaydın, K. (1989). Zemin mekaniği ders kitabı. Medya Matbaacılık ve Yayıncılık, İstanbul.

Geotechnical Investigation of Hamzadere Dam

Yıl 2024, , 119 - 125, 31.12.2024
https://doi.org/10.55581/ejeas.1597255

Öz

In this study, the geological characteristics of the Hamzadere Dam, designed as a homogeneous earth fill type, were examined. The geotechnical suitability of the fill material that will form the dam body was investigated through various tests. In this context, two locations were identified as material areas, and tests were conducted to determine the properties of the soils. Earth fill dams are significant engineering projects that require substantial investment. In such projects, preliminary investigations play a critical role in both economic efficiency and structural safety. Incorrect dam site selection and improperly designed clay cores during the construction phase can lead to numerous engineering problems. These issues can pose serious risks that may affect the construction process or the lifespan of the dam. Therefore, this study aims to demonstrate the importance of soil investigations in the construction of earth fill dams. This study addresses the engineering geology of the Hamzadere Dam, describes the experimental studies conducted on materials taken from the fill sites, and presents the results.

Kaynakça

  • Srivastava, H., Tiwari, R.P., Kumar, V., & Singh, D. (2021). A review on various geotechnical and geophysical investigations for a dam rehabilitation project. In Indian Geotechnical and Geoenvironmental Engineering Conference (pp. 83-93). Springer Nature, Singapore.
  • Tabwassah, C.A., & Obiefuna, G.I. (2012). Geophysical and geotechnical investigation of Cham failed dam project, NE Nigeria. Research Journal of Recent Sciences.
  • Wang, G. (2017). Recent advances in geotechnical engineering of dams and embankments. In Proceedings of the 19th international conference on soil mechanics and geotechnical engineering, Seoul.
  • Flores-Berrones, R., & López-Acosta, N. P. (2019). Geotechnical engineering applied on earth and rock-fill dams. In Hydraulic Structures-Theory and Applications.
  • Talukdar, P., & Dey, A. (2019). Hydraulic failures of earthen dams and embankments. Innovative Infrastructure Solutions, 4, 1-20.
  • Yardimci, E., Toprak dolgu barajların tasarım esasları–Boğazköy barajı örneği, (2019), Yüksek lisans tezi, İstanbul Üniversitesi, İstanbul.
  • Çalamak, M., Arıcı Y., & Yanmaz A.M. (2013). Türkiye’de baraj mühendisliğinin gelişimi üzerine bir değerlendirme. 3rd Hydraulic Structures Symposium. Ankara.
  • Belazouz, L., Bouzelha, K., Hammoum, H., Amiri, O., & Khelil, N. (2024). Reliability analysis of the slope stability of omogeneous earth dam under seismic loading. Periodica Polytechnica Civil Engineering, 68(1), 107-121.
  • Chaudhary, N., & Venkatesh, K. (2024). Slope stability analysis of earthen dam under seismic loading. National Academy Science Letters, 1-5.
  • Bozkuş, Z. (2004). Afet yönetimi için baraj yıkılma analizleri. Teknik Dergi, 74, 3335-3350.
  • Adamo, N., Al-Ansari, N., Sissakian, V., Laue, J., & Knutsson, S. (2020). Dam safety: general considerations. Journal of Earth Sciences and Geotechnical Engineering, 10(6), 1-21.
  • Adamo, N., Al-Ansari, N., Sissakian, V., Laue, J., & Knutsson, S. (2020). Dam safety and earthquakes. Journal of Earth Sciences and Geotechnical Engineering, 10(6), 79-132.
  • Imbrogno, D. F. Analysis of dam failures and development of a dam safety evaluation program, (2014), Master's thesis, The Ohio State University.
  • Zhang, L. M., Xu, Y., & Jia, J. S. (2009). Analysis of earth dam failures: A database approach. Georisk, 3(3), 184-189.
  • Ellingwood, B., Corotis, R. B., Boland, J., & Jones, N. P. (1993). Assessing cost of dam failure. Journal of Water Resources Planning and Management, 119(1), 64-82.
  • Warren, A. L. (2011). Investigation of dam incidents and failures. Proceedings of the Institution of Civil Engineers-Forensic Engineering, 164(1), 33-41.
  • Teton Dam Failure Review Group (US). (1977). Failure of Teton Dam: a report of findings. Department of the Interior, Bureau of Reclamation, Engineering and Research Center.
  • Sivapriya, S. V., & Anne Sherin, A. (2022). Causes and consequences of dam failures—case study. In Sustainable Practices and Innovations in Civil Engineering: Select Proceedings of Spıce 2021, 155-159.
  • Jiang, X., Wei, Y., Wu, L., & Lei, Y. (2018). Experimental investigation of failure modes and breaching characteristics of natural dams. Geomatics, Natural Hazards and Risk, 9(1), 33-48.
  • Foster, M., Fell, R., & Spannagle, M. (2000). The statistics of embankment dam failures and accidents. Canadian Geotechnical Journal, 37(5), 1000-1024.
  • Collin, J. G., Leshchinsky, D., Hung, C. J., & Brinckerhoff, P. (2005). Soil slope and embankment design reference manual. National Highway Institute (US).
  • Edil, T. B., & Berilgen, M. M. (2009). Construction of earth dams on soft ground: Principles and Examples. In Advances in Ground Improvement: Research to Practice in the United States and China, 298-307.
  • Ozaydın, K., Berilgen, M., Kilic, H., & Edil, T. (2007). Hamzadere Dam Foundation Improvement, Rept. to State Waterworks Directorate XI. District, Edirne, Turkey.
  • Çebi, U., Özer, S., Öztürk, O., Özcan, C., Tok, E., Şengörür, B., & Ahi, Y. (2019). Edirne ili barajlarının bazı fiziko-kimyasal özellikleri ve sulama suyu kalite sınıfları. Toprak Su Dergisi, 8(2), 96-106.
  • Ordu, E., Hamzadere-Koyuntepe Barajının mühendislik jeolojisi ve geoteknik incelemesi, (1996), Yüksek lisans tezi, Yıldız Teknik Üniversitesi, İstanbul.
  • Bowles, J.E. (1978). Engineering properties of soil and their measurement. 2nd Ed, McGraw-Hill Book Co., New York.
  • Casagrande, A. (1948). Classification and idendifıcation of Soils. Trans. ASCE, 113, 901-932.
  • Wasti, Y., Özkan, Y. & Yüksel, S. (1994). Labarotuvar koni penetrometre deneyleri ile drenajsız kayma dayanımı tayini. Zemin Mekaniği ve Temel Mühendisliği 5. Ulusal Kongresi, ODTÜ, Ankara.
  • Wroht, C.P., & Wood, D.M. (1978). The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15, 137-145.
  • Bentley, P.S. (1991). Correlations of soil properties. Pentech Press, London, UK.
  • Floyd, R. (1987). Design of small dams. U.S. Bureau of Reclamation, Denver.
  • Özaydın, K. (1989). Zemin mekaniği ders kitabı. Medya Matbaacılık ve Yayıncılık, İstanbul.
Toplam 32 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular İnşaat Geoteknik Mühendisliği
Bölüm Araştırma Makaleleri
Yazarlar

Ertugrul Ordu 0000-0001-8877-5617

Yayımlanma Tarihi 31 Aralık 2024
Gönderilme Tarihi 6 Aralık 2024
Kabul Tarihi 17 Aralık 2024
Yayımlandığı Sayı Yıl 2024