Determination of Slake Durability Index with Spherical Samples

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In this study, the preparation method of the equivalent sized spherical samples which is called as Pasha Method is applied to slake durability index test. In order to apply this sample preparation method, white and pink tuff samples were collected at the tuff quarries located at the Eskisehir region in Turkey. After sample preparation stage, these tuff samples were subjected to the Slake Durability Index test in the laboratory. According to the test results presented in this paper, the highest slake durability index values were obtained from equal-sized spherical test samples that are prepared according to the new method, Pasha Method, when compared to the other two types of samples.

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247-252

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April 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] R. Chandra: Slake durability test for rocks. Unpublished M.S. thesis, Department of Mining, Imperial Collage, England, 1970.

Google Scholar

[2] J.A. Franklin and R. Chandra: The Slake Durability Test, International Journal of Rock Mechanics and Mining Sciences, 9 (1972) 325-341.

DOI: 10.1016/0148-9062(72)90001-0

Google Scholar

[3] E. Kolay and K. Kayabali: Use of the fractal dimension method for determining the angularity and surface roughness of aggregates, Yerbilimleri, 26(2) (2004) 49-61.

Google Scholar

[4] P.K. Sharma and T.N. Singh: A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength Bull Eng Geol Environ, 67 (2008) 17-22.

DOI: 10.1007/s10064-007-0109-y

Google Scholar

[5] ISRM Suggested Methods: Rock Characterization, Testing and Monitoring. E. T. Brown (ed.), Permagon Press, London, 1981.

Google Scholar

[6] ASTM Standard test method for slake slake durability of shales and similar weak rocks (D4644). Annual book of ASTM standards, vol 4. 08. ASTM, Philadelphia, 1990, pp.863-865.

DOI: 10.1520/d4644

Google Scholar

[7] E. Kolay and K. Kayabali: Investigation of the effect of aggregate shape and surface roughness on the slake durability index using the fractal dimension approach, Engineering Geology, 86 (2006) 271–284.

DOI: 10.1016/j.enggeo.2006.05.007

Google Scholar

[8] D.S. Agustawijaya: Modelled mechanism in the slake-durability test for soft rocks, Dimensi Teknik Sipil, 5(2) (2003) 87-92.

Google Scholar

[9] E. Kolay, K. Kayabali and T. Beyaz: The effect of sample shape on the slake durability of some argillaceous rocks, ROCKMEC'2004-VIIth Regional Rock Mechanics Symposium, Sivas, Turkey, 2004.

Google Scholar

[10] B. Sozmen: Investigation of detoration mechanism of Yazilikaya Tuffs in Midas Monument, MSc. Thesis, METU, Ankara, Turkey, 2000.

Google Scholar

[11] G. Daloglu: Assessment of Eskisehir-Derbent tuffs as a natural building stone material, MSc Thesis, Eskisehir Osmangazi University, Eskisehir, Turkey, 2008.

DOI: 10.20319/lijhls.2017.32.2437

Google Scholar

[12] A. Binal, K.E. Kasapoğlu andC. Gökçeoğlu: The surficial physical deterioration behaviour of Neogene volcanosedimentary rocks of Eskişehir-Yazılıkaya, NW Turkey, Engineering Geology and the Environment, Athens, Greece, P.G. Marinos, G.C. Koukis, G.C. Tsiambaos and G.C. Stournaras (eds.), A.A. Balkema, Rotterdam, 1997, pp.3065-3069.

Google Scholar

[13] H. Ankara, M. Aksoy, S. Yerel and Y. Keser: A New Sample Preparation Method for Slate Durability Index Test, Proc. of 4th Balkan Mining Congress, Ljubljana-Slovenia, 2011, pp.571-576.

Google Scholar

[14] C. Ayday and R.M. Göktan: Yazilikaya (MIDAS) Aniti Civarinda Gözlenen Kaya Blok Devrilme ve Kayma Mekanizmalari, Türkiye Jeoloji Kurultayı Bülteni, 8 (1993) 155-159.

Google Scholar