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Investigation of the use of Leeb hardness in the estimation of some physical and mechanical properties of rock materials

Yıl 2020, Cilt: 26 Sayı: 8, 1385 - 1392, 10.12.2020

Öz

Uniaxial compressive strength (UCS) and some physical properties of rock materials are very important input parameters used in rock mechanics and engineering. Samples with standard shape and dimension are used in physical and mechanical tests. However, it is difficult to determine the UCS values in case of difficult sample preparation conditions. To overcome this limitation prediction of UCS values from indirect test methods is preferred. One of the most common parameters used to predict the UCS values of rock materials is surface hardness. In this study, the usability of hardness values (HL) of selected ignimbrite, travertine and syenite rocks in the prediction of some physical and mechanical properties were investigated by using the Leeb hardness test which has much lower impact energy than the Schmidt hardness hammer has. Firstly, petrographic and some physical and mechanical properties of the samples were determined and then the HL measurements of all samples were taken. Test results were correlated and correlation equations for dry (dry) and saturated (sat) unit weights, apparent porosity (nA), water absorption (wS), sonic wave velocity (VP) were presented and prediction equation of UCS from HL measurements were proposed. In the context of the study, the effect of L/D ratio on HL measurements were also investigated and minimum length to diameter (L/D) ratio of 1.5 on samples with 50 mm in diameter was suggested for consistent HL measurements.

Kaynakça

  • [1] Hucka V. “A rapid method of determining the strength of rocks in situ”. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 2, 127-134, 1965.
  • [2] Shalabi FI, Cording EJ, Al-Hattamleh OH. “Estimation of rock engineering properties using hardness tests”. Engineering Geology, 90(3), 138-147, 2007.
  • [3] Karakul H. “Investigation of saturation effect on the relationship between compressive strength and Schmidt hammer rebound”. Bulletin of Engineering Geology and the Environment, 76, 1143-1152, 2007.
  • [4] Demirdağ S, Şengün N, Uğur İ, Altındağ R. “Estimating the uniaxial compressive strength of rocks with Schmidt rebound hardness by considering the sample size”. Arabian Journal of Geosciences, 11(502), 1-8, 2018.
  • [5] Çelik SB, Çobanoğlu İ. “Comparative investigation of shore, schmidt, and Leeb hardness tests in the characterization of rock materials”. Environmental Earth Sciences, 78(554), 1-16, 2019.
  • [6] Leeb D. “Dynamic hardness testing of metallic materials”. Non Destructive Testing International, 12(6), 274-278, 1979.
  • [7] Kompatscher M. “Equotip-rebound hardness testing after D. Leeb”. HARDMEKO 2004 Conference on Hardness Measurements Theory and Application in Laboratories and Industries, Washington, USA, 11-12 November 2004.
  • [8] Verwaal W, Mulder A, “Estimating rock strength with the Equotip hardness tester”. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 30(6), 659-662, 1993.
  • [9] Meulenkamp F, Grima MA. “Application of neural networks for the prediction of the unconfined compressive strength (UCS) from Equotip hardness”. International Journal of Rock Mechanics and Mining Sciences, 36 (1), 29-39, 1999.
  • [10] Kawasaki S, Tanimoto C, Koizumi K, Ishikawa M. “An attempt to estimate mechanical properties of rocks using the Equotip hardness tester”. Journal of the Japanese Society of Engineering Geology, 43(4), 244-248, 2002.
  • [11] Aoki H, Matsukura Y. “Estimating the unconfined compressive strength of intact rocks from Equotip hardness”. Bulletin of Engineering Geology and the Environment, 67 (1), 23-29, 2008.
  • [12] Daniels G, McPhe CA, Sorrentino YC, McCurdy P. “Nondestructive strength index testing applications for sand failure evaluation”. SPE Asia Pacific Oil and Gas Conference and Exhibition, Perth, Australia, 22-24 October 2002.
  • [13] Güneş Yılmaz N. “The influence of testing procedures on uniaxial compressive strength prediction of carbonate rocks from Equotip hardness tester (EHT) and proposal of a new testing methodology: Hybrid dynamic hardness (HDH)”. Rock Mechanics and Rock Engineering, 46(1), 95-106, 2013.
  • [14] Lee JS, Smallwood L, Morgan E. “New application of rebound hardness numbers to generate logging of unconfined compressive strength in laminated shale formations”. 48th US Rock Mechanics-Geomechanics Symposium, Minneapolis, MN, USA, 1-4 June 2014.
  • [15] Su O, Momayez M. “Correlation between Equotip hardness index, mechanical properties and drillability of rocks”. Dokuz Eylul University Journal of Science and Engineering, 19 (56), 519-531, 2017.
  • [16] Güneş Yılmaz N, Göktan RM. “Comparison and combination of two NDT methods with implications for compressive strength evaluation of selected masonry and building stones”. Bulletin of Engineering Geology and the Environment, 78, 4493-4503, 2019.
  • [17] Corkum AG, Asiri Y, El Naggar H, Kinakin D. “The Leeb hardness test for rock: An updated methodology and UCS correlation”. Rock Mechanics and Rock Engineering, 51, 665-675, 2018.
  • [18] Hack HR, Hingira J, Verwaal W. “Determination of discontinuity wall strength by Equotip and ball rebound tests”. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 30(2), 151-155, 1993.
  • [19] Viles H, Goudie A, Grab S, Lalley J. “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(3), 320-333, 2011.
  • [20] Mol L. Measuring rock hardness in the field. Editors: Nield J and Clarke L. Geomorphological Techniques. 1-8, UK, British Society for Geomorphology, 2014.
  • [21] Coombes MA, Feal-Pérez A, Naylor LA, Wilhelm K. “A non-destructive tool for detecting changes in the hardness of engineering materials: Application of the Equotip durometer in the coastal zone”. Engineering Geology, 167, 14-19, 2013.
  • [22] Güneş Yılmaz N, Tumaç D, Göktan RM. “Rock cuttability assessment using the concept of hybrid dynamic hardness (HDH)”. Bulletin of Engineering Geology and the Environment, 74, 1363-1374, 2015.
  • [23] ISRM. The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 1974-2006. Suggested Methods Prepared by the Commission on Testing Methods. Eds: Ulusay R, Hudson JA. Ankara, Turkey, 2007.
  • [24] Hoek E, Brown ET. Underground excavations in Rock. 1st ed. UK, CRC Press, 1980.
  • [25] Hawkins AB. “Aspects of rock strength”. Bull Eng Geol Environ, 57, 17-30, 1998.
  • [26] Özkan İ, Özarslan A, Geniş M, Özşen H. “Assessment of scale effects on uniaxial compressive strength in rock salt”. Environmental & Engineering Geoscience, 15(2), 91-100, 2009.
  • [27] Tuncay E, Hasançebi N. “The effect of length to diameter ratio of test specimens on the uniaxial compressive strength of rock”. Bulletin of Engineering Geology and the Environment, 68, 491-497, 2009.
Yıl 2020, Cilt: 26 Sayı: 8, 1385 - 1392, 10.12.2020

Öz

Kaynakça

  • [1] Hucka V. “A rapid method of determining the strength of rocks in situ”. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 2, 127-134, 1965.
  • [2] Shalabi FI, Cording EJ, Al-Hattamleh OH. “Estimation of rock engineering properties using hardness tests”. Engineering Geology, 90(3), 138-147, 2007.
  • [3] Karakul H. “Investigation of saturation effect on the relationship between compressive strength and Schmidt hammer rebound”. Bulletin of Engineering Geology and the Environment, 76, 1143-1152, 2007.
  • [4] Demirdağ S, Şengün N, Uğur İ, Altındağ R. “Estimating the uniaxial compressive strength of rocks with Schmidt rebound hardness by considering the sample size”. Arabian Journal of Geosciences, 11(502), 1-8, 2018.
  • [5] Çelik SB, Çobanoğlu İ. “Comparative investigation of shore, schmidt, and Leeb hardness tests in the characterization of rock materials”. Environmental Earth Sciences, 78(554), 1-16, 2019.
  • [6] Leeb D. “Dynamic hardness testing of metallic materials”. Non Destructive Testing International, 12(6), 274-278, 1979.
  • [7] Kompatscher M. “Equotip-rebound hardness testing after D. Leeb”. HARDMEKO 2004 Conference on Hardness Measurements Theory and Application in Laboratories and Industries, Washington, USA, 11-12 November 2004.
  • [8] Verwaal W, Mulder A, “Estimating rock strength with the Equotip hardness tester”. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 30(6), 659-662, 1993.
  • [9] Meulenkamp F, Grima MA. “Application of neural networks for the prediction of the unconfined compressive strength (UCS) from Equotip hardness”. International Journal of Rock Mechanics and Mining Sciences, 36 (1), 29-39, 1999.
  • [10] Kawasaki S, Tanimoto C, Koizumi K, Ishikawa M. “An attempt to estimate mechanical properties of rocks using the Equotip hardness tester”. Journal of the Japanese Society of Engineering Geology, 43(4), 244-248, 2002.
  • [11] Aoki H, Matsukura Y. “Estimating the unconfined compressive strength of intact rocks from Equotip hardness”. Bulletin of Engineering Geology and the Environment, 67 (1), 23-29, 2008.
  • [12] Daniels G, McPhe CA, Sorrentino YC, McCurdy P. “Nondestructive strength index testing applications for sand failure evaluation”. SPE Asia Pacific Oil and Gas Conference and Exhibition, Perth, Australia, 22-24 October 2002.
  • [13] Güneş Yılmaz N. “The influence of testing procedures on uniaxial compressive strength prediction of carbonate rocks from Equotip hardness tester (EHT) and proposal of a new testing methodology: Hybrid dynamic hardness (HDH)”. Rock Mechanics and Rock Engineering, 46(1), 95-106, 2013.
  • [14] Lee JS, Smallwood L, Morgan E. “New application of rebound hardness numbers to generate logging of unconfined compressive strength in laminated shale formations”. 48th US Rock Mechanics-Geomechanics Symposium, Minneapolis, MN, USA, 1-4 June 2014.
  • [15] Su O, Momayez M. “Correlation between Equotip hardness index, mechanical properties and drillability of rocks”. Dokuz Eylul University Journal of Science and Engineering, 19 (56), 519-531, 2017.
  • [16] Güneş Yılmaz N, Göktan RM. “Comparison and combination of two NDT methods with implications for compressive strength evaluation of selected masonry and building stones”. Bulletin of Engineering Geology and the Environment, 78, 4493-4503, 2019.
  • [17] Corkum AG, Asiri Y, El Naggar H, Kinakin D. “The Leeb hardness test for rock: An updated methodology and UCS correlation”. Rock Mechanics and Rock Engineering, 51, 665-675, 2018.
  • [18] Hack HR, Hingira J, Verwaal W. “Determination of discontinuity wall strength by Equotip and ball rebound tests”. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 30(2), 151-155, 1993.
  • [19] Viles H, Goudie A, Grab S, Lalley J. “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(3), 320-333, 2011.
  • [20] Mol L. Measuring rock hardness in the field. Editors: Nield J and Clarke L. Geomorphological Techniques. 1-8, UK, British Society for Geomorphology, 2014.
  • [21] Coombes MA, Feal-Pérez A, Naylor LA, Wilhelm K. “A non-destructive tool for detecting changes in the hardness of engineering materials: Application of the Equotip durometer in the coastal zone”. Engineering Geology, 167, 14-19, 2013.
  • [22] Güneş Yılmaz N, Tumaç D, Göktan RM. “Rock cuttability assessment using the concept of hybrid dynamic hardness (HDH)”. Bulletin of Engineering Geology and the Environment, 74, 1363-1374, 2015.
  • [23] ISRM. The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 1974-2006. Suggested Methods Prepared by the Commission on Testing Methods. Eds: Ulusay R, Hudson JA. Ankara, Turkey, 2007.
  • [24] Hoek E, Brown ET. Underground excavations in Rock. 1st ed. UK, CRC Press, 1980.
  • [25] Hawkins AB. “Aspects of rock strength”. Bull Eng Geol Environ, 57, 17-30, 1998.
  • [26] Özkan İ, Özarslan A, Geniş M, Özşen H. “Assessment of scale effects on uniaxial compressive strength in rock salt”. Environmental & Engineering Geoscience, 15(2), 91-100, 2009.
  • [27] Tuncay E, Hasançebi N. “The effect of length to diameter ratio of test specimens on the uniaxial compressive strength of rock”. Bulletin of Engineering Geology and the Environment, 68, 491-497, 2009.
Toplam 27 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Özel Sayı
Yazarlar

Sefer Beran Çelik Bu kişi benim

İbrahim Çobanoğlu Bu kişi benim

Tamer Koralay Bu kişi benim

Yayımlanma Tarihi 10 Aralık 2020
Yayımlandığı Sayı Yıl 2020 Cilt: 26 Sayı: 8

Kaynak Göster

APA Çelik, S. B., Çobanoğlu, İ., & Koralay, T. (2020). Investigation of the use of Leeb hardness in the estimation of some physical and mechanical properties of rock materials. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 26(8), 1385-1392.
AMA Çelik SB, Çobanoğlu İ, Koralay T. Investigation of the use of Leeb hardness in the estimation of some physical and mechanical properties of rock materials. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. Aralık 2020;26(8):1385-1392.
Chicago Çelik, Sefer Beran, İbrahim Çobanoğlu, ve Tamer Koralay. “Investigation of the Use of Leeb Hardness in the Estimation of Some Physical and Mechanical Properties of Rock Materials”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 26, sy. 8 (Aralık 2020): 1385-92.
EndNote Çelik SB, Çobanoğlu İ, Koralay T (01 Aralık 2020) Investigation of the use of Leeb hardness in the estimation of some physical and mechanical properties of rock materials. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 26 8 1385–1392.
IEEE S. B. Çelik, İ. Çobanoğlu, ve T. Koralay, “Investigation of the use of Leeb hardness in the estimation of some physical and mechanical properties of rock materials”, Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, c. 26, sy. 8, ss. 1385–1392, 2020.
ISNAD Çelik, Sefer Beran vd. “Investigation of the Use of Leeb Hardness in the Estimation of Some Physical and Mechanical Properties of Rock Materials”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 26/8 (Aralık 2020), 1385-1392.
JAMA Çelik SB, Çobanoğlu İ, Koralay T. Investigation of the use of Leeb hardness in the estimation of some physical and mechanical properties of rock materials. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2020;26:1385–1392.
MLA Çelik, Sefer Beran vd. “Investigation of the Use of Leeb Hardness in the Estimation of Some Physical and Mechanical Properties of Rock Materials”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, c. 26, sy. 8, 2020, ss. 1385-92.
Vancouver Çelik SB, Çobanoğlu İ, Koralay T. Investigation of the use of Leeb hardness in the estimation of some physical and mechanical properties of rock materials. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2020;26(8):1385-92.





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