Analysis of the Leeb Hardness Test Data Obtained by Using Two Different Rock Core Holders
Öz
Anahtar Kelimeler
Kaynakça
- [1] Aydin, A., Basu, A. 2005. The Schmidt hammer in rock material characterization. Engineering Geology 81, 1-14.
- [2] Aoki, H., Matsukura, Y. 2007. A new technique for non-destructive field measurement of rock-surface strength: an application of Equotip hardness tester to weathering studies. Earth Surface Processes and Landforms 32, 1759-1769.
- [3] Wilhelm, K., Viles, H., Burke, O. 2016. Low impact surface hardness testing (Equotip) on porous surfaces – advances in methodology with implications for rock weathering and stone deterioration research. Earth Surface Processes and Landforms 41, 1027-1038.
- [4] Proceq SA. 2007. Equotip 3 portable hardness tester, operating instructions. Switzerland.
- [5] Viles, H., Goudie, A., Grab, S., Lalley, J. 2011. The use of the Schmidt hammer and Equotip for rock hardness assessment in geomorphology and heritage science: a comparative analysis. Earth Surface Processes and Landforms 36, 320-333.
- [6] Hack, HRGK., Hıngıra, J., Verwaal, W. 1993. Determination of discontinuity wall strength by Equotip and ball rebound tests. International Journal of Rock Mechanics and Mining Sciences & Geomechanical Abstracts 30, 151-155.
- [7] Verwaal, W., Mulder, A. 1993. Estimating rock strength with the Equotip hardness tester. International Journal of Rock Mechanics and Mining Sciences & Geomechanical Abstracts 30: 659-662.
- [8] Alvarez Grima, M., Babuska, R. 1999. Fuzzy model for the prediction of unconfined compressive strength of rock samples. International Journal of Rock Mechanics and Mining Sciences 36, 339-349.
Ayrıntılar
Birincil Dil
Türkçe
Konular
-
Bölüm
-
Yayımlanma Tarihi
1 Mart 2018
Gönderilme Tarihi
29 Mayıs 2017
Kabul Tarihi
-
Yayımlandığı Sayı
Yıl 2018 Cilt: 22 Sayı: 1
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