Menderes Masifi′nde Açılmış Açık Ocak Albit Madenindeki Bir Duraysızlığın Nedenlerinin Araştırılması ve Robotic Total Station Cihazı Kullanılarak Yenilme Öncesinde Şev Hareketlerinin İzlenmesi
Öz
Anahtar Kelimeler
Kaynakça
- Afeni, T.B., Cawood, F.T., 2013. Slope monitoring using Total Station: What are the Challenges and How Should These be Mitigated? South African Journal of Geomatics, Vol. 2, No. 1, 41 – 53. Allasia, P., Manconi, A., Giordan, D. Baldo, M. Lollino, G., 2009. ADVICE: A new pproach for near-real-time monitoring of surface displacements in landslide hazard scenarios. Sensors, 3, 8285–8302. Bell, R., Glade, T., 2004. Natural hazards and earth system sciences quantitative risk analysis for landslides – Examples from B´ıldudalur, NW Iceland. Natural Hazards and Earth System Sciences, 4, 117–131. Call, R.D., 1982. Monitoring Pit Slope Behavior, In Proc. 3rd Int. Conf. on Stability in Surface Mining (Vancouver, June 1 – 3, pp. 229 – 248. New York: Society of Mining Engineers, A. I. M. E. Call, R.D., Savely, J.P., 1991. Open Pit Rock Mechanics. In SME Mine Engineering Handbook. New York; AIME, pp. 860 – 882. Call, R.D., Cicchini, P.F., Ryan, T.M., Barkley, R.C., 2000. Managing and analyzing overall pit slopes, In Slope Stability in Surface Mining/Edited by William A. Hustrulid, Michael K. McCarter, Dirk, J. A. Van Zyl, Published by the Sociaty for Mining, Metallurgy, and Exploration, Inc. P. 442. Franklin, J.A., 1977. The monitoring of structures in rock: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 14, 163 – 192. GEOVIA Surpac 6. 6. 1., 2013. GEOVIA Surpac Reference Manual. NetCad GIS 7, 2015. NetCad GIS Yazılım Kullanma Kılavuzu. Karagöz, S.D., Koca, M.Y., 2016. Alipaşa açık ocak albit madeninde meydana gelen heyelanın GPS kullanılarak izlenmesi ve oluşum nedenleri, Jeoloji Mühendisliği Dergisi, 40 (1), s. 27–52. Kadakçı, K.T., Koca, M.Y., 2014. Açık ocak albit işletmesindeki kaya şevlerinin sonlu elemanlar yöntemi kullanılarak duraylık değerlendirmesi, Jeoloji Mühendisliği Dergisi, 38, 1, 1 – 19. Koca, M.Y., Kahraman, B., Karakuş, D., Özdoğan, M.V., 2010. General assessment of the stability of overall slope of the Alipaşa albite mine. Dokuz Eylül Üniversitesi, 156 s. (unpublished). Koca, M.Y., Kahraman, B., Kıncal, C., 2012. Report of Overall Slope Stability Assessment of the Alipaşa Open Pit Mine. Dokuz Eylül University, 80 s. (unpublished). Leica Geosystems AG, 2013.– Amberg Technologies AG. Ankara. www.sistemas.com.tr. Total Station GRS tm50– Geotechnical E. 541 – 7394/7306/. MapInfo Professional 8.0, 2000. Software manual. Martin, D.C., 1993. Time dependent deformation of rock slopes. University of London, PhD Thesis, London. Palozzo, D., Friedmann, R., Nadal, C., Santos-Filho, M., Veiga, L., Faggion, P., 2006. Dynamic monitoring of structures using a Robotic Total Station. XXIII FIG Congress, Munich, Germany, Oct. 8-13, 10pp. Sjöberg, J., 1999. Analysis of large-scale rock slopes, Doctoral thesis 1999: 01, Division of Rock Mechanics, Lule University of Technology. Simon, L., Valentin, G., Jeffrey, M.Keller, Signer, A., 2012. Monitoring of potentially catastrophic rockslides, CRC Press, London, 101 – 116. Tanyaş, H., Ulusay, R., 2013. Assessment of structurally-controlled slope failure mechanisms and remedial design considerations at a feldspar open pit mine, Western Turkey, Engineering Geology, 155, 54 – 68. Wang J., Gao J., Liu Ch., Wang J., 2010. High precision slope deformation monitoring model based on the GPS/Pseudolites technology in open-pit mine. Mining Science and Technology 20, 0126–0132.
Ayrıntılar
Birincil Dil
Türkçe
Konular
Yer Bilimleri ve Jeoloji Mühendisliği (Diğer)
Bölüm
Araştırma Makalesi
Yazarlar
Saffet Deniz Karagöz
Bu kişi benim
Türkiye
Cem Kıncal
0000-0002-3279-4170
Türkiye
Mehmet Yalçın Koca
Türkiye
Yayımlanma Tarihi
19 Haziran 2020
Gönderilme Tarihi
10 Ekim 2019
Kabul Tarihi
25 Şubat 2020
Yayımlandığı Sayı
Yıl 2020 Cilt: 44 Sayı: 1
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