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Discussion on the paper entitled “Mechanical and physical properties of the Kandira stone, Kandira, Turkey” by Arman et al. Bull Eng Geol Environ (DOI 10.1007/s10064-006-0082-x)

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References

  • Arman H, Ramazanoglu S, Akinci A (2007) Mechanical and physical properties of the Kandira Stone, Kandira, Turkey. Bull Eng Geol Environ. doi:10.1007/s10064-006-0082-x (in press)

  • ASTM (1994) D2938-86 Standard test method for unconfined compressive strength of intact core specimens. Annual book of ASTM standards, vol 04.08 soil and rock. ASTM Publications, Philedelphia

    Google Scholar 

  • Aydin A, Basu A (2005) The Schmidt hammer in rock material characterization. Eng Geol 81:1–14

    Article  Google Scholar 

  • Bieniawski ZT (1975) Point load test in geotechnical practice. Eng Geol 9(1):1–11

    Article  Google Scholar 

  • Broch E, Franklin JA (1972) Point-load strength test. Int J Rock Mech Min Sci 9(6):669–697

    Article  Google Scholar 

  • Buyuksagis IS, Goktan RM (2007) The effect of Schmidt hammer type on uniaxial compressive strength prediction of rock. Int J Rock Mech Min Sci 44:299–307

    Article  Google Scholar 

  • Cargill JS, Shakoor A (1990) Evaluation of empirical methods for measuring the uniaxial compressive strength. Int J Rock Mech Min Sci 27:495–503

    Article  Google Scholar 

  • D’Andrea DV, Fisher RL, Fogelson DE (1964) Prediction of compression strength from other rock properties. Colo Sch Mines Q 59(4B):623–640

    Google Scholar 

  • Deere DU, Miller RP (1966) Engineering classification and index properties for intact rock. Air force weapons lab. tech. report, AFWL-TR 65–116, Kirtland Base, New Mexico

  • Ghose AK, Chakraborti S (1986) Empirical strength indices of Indian coals—an investigation. Proceedings of 27th US symposium on rock mechanics. Balkema, Rotterdam, pp 59–61

    Google Scholar 

  • Gokceoglu C (1996) Schmidt sertlik cekici kullanilarak tahmin edilen tek eksenli basinc dayanimi verilerinin guvenilirligi uzerine bir degerlendirme. Jeol Muh 48:78–81; (in Turkish)

    Google Scholar 

  • Gokceoglu C, Zorlu K (2004) A fuzzy model to predict the uniaxial compressive strength and the modulus of elasticity of a problematic rock. Eng Appl Artif Intell 17:61–72

    Article  Google Scholar 

  • Grasso P, Xu S, Mahtab A (1992) Problems and promises of index testing of rocks. In: Tillerson JR, Wawersik WR (eds) Proceedings of the 33rd US symposium on rock mechanics. Balkema, Rotterdam, pp 879–888

    Google Scholar 

  • Gunsallus KL, Kulhawy FH (1984) A comparative evaluation of rock strength measures. Int J Rock Mech Min Sci 21:233–248

    Article  Google Scholar 

  • Haramy KY, DeMarco MJ (1985) Use of Schmidt hammer for rock and coal testing. Proceedings of 26th US symposium on rock mechanics 26–28 June, Rapid City. Balkema, Rotterdam, pp 549–555

    Google Scholar 

  • ISRM (International Society for Rock Mechanics) (1981) In: Brown ET (Eds), Rock characterization, testing and monitoring-ISRM suggested methods. Pergamon, Oxford, pp 211

  • Jumikis AR (1983) Rock mechanics—second edition. Trans Tech Publications, Germany, p 612

    Google Scholar 

  • Kahraman S (1996) Basınc direnci tahmininde Schmidt ve nokta yuk indeksi kullanmanın guvenilirligi. In: Korkmaz S, Akcay M (eds) K.T.U. Jeoloji Muhendisligi Bolumu. vol. 30. Yıl Sempozyumu. Bildiriler Kitabı, Trabzon, pp 362–369; (in Turkish)

    Google Scholar 

  • Kahraman S (2001) Evaluation of simple methods for assessing the uniaxial compressive strength of rock. Int J Rock Mech Min Sci 38:981–994

    Article  Google Scholar 

  • Katz O, Reches Z, Roegiers J.-C (2000) Evaluation of mechanical rock properties using a Schmidt Hammer. Int J Rock Mech Min Sci 37:723–728

    Article  Google Scholar 

  • O’Rourke JE (1989) Rock index properties for geoengineering in underground development. Min Eng 106–110

  • Palchik V, Hatzor YH (2004) The influence of porosity on tensile and compressive strength of porous chalk. Rock Mech Rock Eng 37(4):331–341

    Article  Google Scholar 

  • Read JRL, Thornten PN, Regan WM (1980) A rational approach to the point load test. In: Proceedings of the third Australian–New Zealand geomechanics conference. vol 2. New Zealand Institution of Engineers, Wellington, pp 35–39

  • Sachpazis CI (1990) Correlating Schmidt hardness with compressive strength and Young’s modulus of carbonate rocks. Bull Int Assoc Eng Geol 42:75–83

    Article  Google Scholar 

  • Shorey PR, Barat D, Das MN, Mukherjee KP, Singh B (1984) Schmidt hammer rebound data for estimation of large scale in situ coal strength. Int J Rock Mech Min Sci Geomech Abstr 21:39–42

    Article  Google Scholar 

  • Singh DP (1981) Determination of some engineering properties of weak rocks. In: Akai K (ed) Proceedings of the international symposium on weak rock. Balkema, Rotterdam, pp 21–24

    Google Scholar 

  • Singh RN, Hassani FP, Elkington PAS (1983) The application of strength and deformation index testing to the stability assessment of coal measures excavations. Proceedings of 24th US symposium on rock mechanics Texas A and M Univ. AEG, Balkema, Rotterdam, pp 599–609

    Google Scholar 

  • Tsiambaos G, Sabatakakis N (2004) Considerations on strength of intact sedimentary rocks. Eng Geol 72:261–273

    Article  Google Scholar 

  • Tsidzi KEN (1991) Point load-uniaxial compressive strength correlation. In: Wittke W, ed, Proceedings of the seventh ISRM congress. vol. 1. Balkema, Rotterdam pp 637–639

    Google Scholar 

  • Tugrul A, Zarif IH (1999) Correlation of mineralogical and textural characteristics with engineering properties of selected granitic rocks from Turkey. Eng Geol 51:303–317

    Article  Google Scholar 

  • Ulusay R, Tureli K, Ider MH (1994) Prediction of engineering properties of a selected litharenite sandstone from its petrographic characteristics using correlation and multivariate statistical techniques. Eng Geol 38:135–157

    Article  Google Scholar 

  • Xu S, Grasso P, Mahtab A (1990) Use of Schmidt hammer for estimating mechanical properties of weak rock. Proceedings of 6th international IAEG congress. vol. 1. Balkema, Rotterdam, pp 511–519

    Google Scholar 

  • Yasar E, Erdogan Y (2004) Estimation of rock physiomechanical properties using hardness methods. Eng Geol 71:281–288

    Article  Google Scholar 

  • Yilmaz I, Sendir H (2002) Correlation of Schmidt hardness with unconfined compressive strength and Young’s modulus in gypsum from Sivas (Turkey). Eng Geol 66:211–219

    Article  Google Scholar 

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Gokceoglu, C. Discussion on the paper entitled “Mechanical and physical properties of the Kandira stone, Kandira, Turkey” by Arman et al. Bull Eng Geol Environ (DOI 10.1007/s10064-006-0082-x). Bull Eng Geol Environ 67, 283–286 (2008). https://doi.org/10.1007/s10064-008-0132-7

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