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PREDICTION OF PHYSICO-MECHANICAL PROPERTIES OF RED TRAVERINE (MALATYA) FROM DRY AND SATURATED P WAVE VELOCITY

Year 2016, Issue: 036, 39 - 54, 15.06.2016

Abstract

Seismic techniques are generally employed in both site and laboratory to characterize and determine the dynamic properties of rocks. Since these techniques are non-destructive and relatively easy to apply, they are increasingly being used in geotechnical engineering. There are a number of factors that influence the sound velocity in rocks. The important factors are grain size and shape, porosity, density, anisotropy, rock type and temperature. Up to the present, studies on the prediction of strength properties of rocks from Pwave velocity have been conducted by a number of investigators. In this study, the relationship between ultrasonic wave velocity (Vp) and physico-mechanical properties of rock at dry and saturated condition were investigated. As a result of simple and multiple regression analysis it was found that there are strong relationships between Vp and physico-mechanical properties at dry and saturated conditions. This strong relationship is understood that the value of the coefficient of determination (R2>90).

References

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  • [2] H. Ersoy andD. Kanik, Multicriteria decision-making analysis based methodogy for predicting carbonate rocks uniaxial compressive strength, Earth Sci. Res. J. 16(1), 65-74 (2012)
  • [3] S. Kahraman andT. Yeken, Electrical resistivity measurement to predict uniaxial compressive and tensile strength of igneous rocks, Buildings Material Science, 33 (6), 731-735 (2010)
  • [4] D.A. Mishra and A. Basu, Use of the block punch test to predict to compressive and tensile strengths of rocks, Int. J. Rock Mech. Min. Sci., 51, 119-127 (2012)
  • [5] H. Sönmez, C. Gökçeoğlu, E.W. Medley, E. Tuncay and H.A. Nefesilioğlu, Estimating the uniaxial compressive strength of a volcanic bimrock, Int. J. Rock Mech. Min. Sci. 43(4), 554-561 (2006)
  • [6] M. Heidra,G.R. Khanlari, M.T.Kaveh and S. Kargarian, Predicting uniaxial compressive and tensile strength of gypsum rock by poiny load testing, Rock Mech. Rock Eng. , 45, 265-273 (2012)
  • [7] S.Kahraman, Evaluation of simple methods for assessing the uniaxial compressive strength of rock, Int. J. Rock Mech. & Min. Sci., 38. 981-994 (2001)
  • [8] S. Kahraman, O. Günaydın and M. Fener, The effect of porosity on the relation between uniaxial compressive strength and point load index, Int. J. Rock Mech. & Min. Sci., 42, 584-589 (2005)
  • [9] M. Karakuş, M.Kumral andO. Kılıç, Predicting properties of intact rocks from index tests using multiple regression modeling, International Journal of Rock Mechanics and Mining Sciences, 42, 2, 323- 330 (2005)
  • [10] T.N. Singh and P.K. Sharma, A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bulletin of Engineering Geology and the Environment, 67, 1, 17-22 (2008)
  • [11] A.E.Babacan, H. Ersoy and K.Gelisli, Determination of physical and mechanic properties of rocks with direct and indirect methods: A case study on the beige limestones in the Eastern Pontides. Proceedings of The 21st International Mining Congress and Exhibition of Turkey, Antalya, 123-130 (2009)
  • [12] H. Ersoy, A. Özdemir and B., Yalçınalp, Geology and geotechnical properties of kalecik (Gümüşhane) travertines. Proceedings of The 21st International Mining Congress and Exhibition of Turkey, Antalya, 639-648. (2009)
  • [13] R. Ajalloian and L. Karimzadeh,Geotechnical rock mass evaluation of Givi dam site, 10th Int. Cong. On Rock Mechanic, (1) 7-10 (2003)
  • [14] C.I. Sachpazis, Monitoring and correlating geotechnical engineering properties and degree of metamorphism in a four-stage alteration process passing from pure limestone to pure marble, Elektronic Journal of Geotechnical Engineering, (2004)
  • [15] G. Vasconcelos,P. B.Lourenço,C. A. S. Alves andJ. Pamplona, Ultrasonic evaluation of the physical and mechanical properties of granites, Ultrasonic, (48) 453-466 (2008)
  • [16] A. Török and B. Vasarhelyi, The influence of fabric and water content on selected rock mechanical parameters of travertine, examples from Hungary, Engineering Geology, (115) 237-245 (2010)
  • [17] M.A. Jabbar, Correlations of point load index and pulse velocity with the uniaxial compressive strength for rocks, Journal of Engineering, (4) 992-1006 (2011)
  • [18] H. Karakul ve R. Ulusay, Kayaların dayanım özelliklerinin farklı doygunluk koşullarında P-dalga hızından kestirimi ve P dalga hızının fiziksel özelliklere olan duyarlılığı, Yer Bilimleri, 33(3) 239-268 (2012)
  • [19] S. Kahraman, A correlation between P-wave velocity, number of joints and Schmidt hammer rebound number, International Journal of Rock Mechanics & Mining Sciences, 38 729-733 (2001)
  • [20] ISRM, Suggested Methods for Determination of Schmidt Rebound Hardness, International Journal of Rock Mechanic and Mining Science and Geomechanic Abstracts, (15:3) 101-102 (1978)
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  • [22] ISRM, Suggested Methods For Determining Sound Velocity, International Journal Of Rock Mechanic and Mining Science and Geomechanic Abstract, (15) 53-58. (1978)

KIRMIZI TRAVERTENİN FİZİKO-MEKANİK ÖZELLİKLERİNİN KURU VE DOYGUN P DALGA HIZINDAN KESTİRİMİ

Year 2016, Issue: 036, 39 - 54, 15.06.2016

Abstract

Kayaçları sınıflandırmak ve dinamik özelliklerini belirlemek için hem laboratuvar hem de arazi ortamında uygulanan sismik teknikler, yıkıcı olmaması ve nispeten kolay uygulanabilirliği nedeniyle jeoteknik mühendisliğinde gün geçtikçe daha çok kullanılmaktadır. Kayaçların ses dalgası değerini etkileyen birçok faktör vardır. En önemli faktörler; tane boyu ve şekli, porozite, yoğunluk, anizotropi, kayaç tipi ve sıcaklıktır. Günümüze kadar birçok araştırmacı dayanım özelliklerini P dalga hızı kullanarak tahmin etmeye çalışmıştır. Bu çalışmada kuru ve doygun koşullarda P dalga hızı (Vp) ile bazı fiziko-mekanik özellikler arasındaki ilişki araştırılmıştır. Yapılan basit ve çoklu regresyon analizleri neticesinde özellikle tek eksenli sıkışma dayanımı ve Schmidt çekici sertliği ile kuru ve doygun halde P dalga hızı arasında güçlü ilişkilerin varlığı elde edilen belirleme katsayısı değerlerinden (R2>90) anlaşılmaktadır.

References

  • [1] A. Kılıç and A.Teymen, Determination of mechanical properties rocks using simple methods, Bull. Eng. Geol. Environ 67, 237-244 (2008)
  • [2] H. Ersoy andD. Kanik, Multicriteria decision-making analysis based methodogy for predicting carbonate rocks uniaxial compressive strength, Earth Sci. Res. J. 16(1), 65-74 (2012)
  • [3] S. Kahraman andT. Yeken, Electrical resistivity measurement to predict uniaxial compressive and tensile strength of igneous rocks, Buildings Material Science, 33 (6), 731-735 (2010)
  • [4] D.A. Mishra and A. Basu, Use of the block punch test to predict to compressive and tensile strengths of rocks, Int. J. Rock Mech. Min. Sci., 51, 119-127 (2012)
  • [5] H. Sönmez, C. Gökçeoğlu, E.W. Medley, E. Tuncay and H.A. Nefesilioğlu, Estimating the uniaxial compressive strength of a volcanic bimrock, Int. J. Rock Mech. Min. Sci. 43(4), 554-561 (2006)
  • [6] M. Heidra,G.R. Khanlari, M.T.Kaveh and S. Kargarian, Predicting uniaxial compressive and tensile strength of gypsum rock by poiny load testing, Rock Mech. Rock Eng. , 45, 265-273 (2012)
  • [7] S.Kahraman, Evaluation of simple methods for assessing the uniaxial compressive strength of rock, Int. J. Rock Mech. & Min. Sci., 38. 981-994 (2001)
  • [8] S. Kahraman, O. Günaydın and M. Fener, The effect of porosity on the relation between uniaxial compressive strength and point load index, Int. J. Rock Mech. & Min. Sci., 42, 584-589 (2005)
  • [9] M. Karakuş, M.Kumral andO. Kılıç, Predicting properties of intact rocks from index tests using multiple regression modeling, International Journal of Rock Mechanics and Mining Sciences, 42, 2, 323- 330 (2005)
  • [10] T.N. Singh and P.K. Sharma, A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bulletin of Engineering Geology and the Environment, 67, 1, 17-22 (2008)
  • [11] A.E.Babacan, H. Ersoy and K.Gelisli, Determination of physical and mechanic properties of rocks with direct and indirect methods: A case study on the beige limestones in the Eastern Pontides. Proceedings of The 21st International Mining Congress and Exhibition of Turkey, Antalya, 123-130 (2009)
  • [12] H. Ersoy, A. Özdemir and B., Yalçınalp, Geology and geotechnical properties of kalecik (Gümüşhane) travertines. Proceedings of The 21st International Mining Congress and Exhibition of Turkey, Antalya, 639-648. (2009)
  • [13] R. Ajalloian and L. Karimzadeh,Geotechnical rock mass evaluation of Givi dam site, 10th Int. Cong. On Rock Mechanic, (1) 7-10 (2003)
  • [14] C.I. Sachpazis, Monitoring and correlating geotechnical engineering properties and degree of metamorphism in a four-stage alteration process passing from pure limestone to pure marble, Elektronic Journal of Geotechnical Engineering, (2004)
  • [15] G. Vasconcelos,P. B.Lourenço,C. A. S. Alves andJ. Pamplona, Ultrasonic evaluation of the physical and mechanical properties of granites, Ultrasonic, (48) 453-466 (2008)
  • [16] A. Török and B. Vasarhelyi, The influence of fabric and water content on selected rock mechanical parameters of travertine, examples from Hungary, Engineering Geology, (115) 237-245 (2010)
  • [17] M.A. Jabbar, Correlations of point load index and pulse velocity with the uniaxial compressive strength for rocks, Journal of Engineering, (4) 992-1006 (2011)
  • [18] H. Karakul ve R. Ulusay, Kayaların dayanım özelliklerinin farklı doygunluk koşullarında P-dalga hızından kestirimi ve P dalga hızının fiziksel özelliklere olan duyarlılığı, Yer Bilimleri, 33(3) 239-268 (2012)
  • [19] S. Kahraman, A correlation between P-wave velocity, number of joints and Schmidt hammer rebound number, International Journal of Rock Mechanics & Mining Sciences, 38 729-733 (2001)
  • [20] ISRM, Suggested Methods for Determination of Schmidt Rebound Hardness, International Journal of Rock Mechanic and Mining Science and Geomechanic Abstracts, (15:3) 101-102 (1978)
  • [21] ISRM, Suggested Methods For Determining The Uniaxial Compressive Strength and Deformability of Rock Materials, International Journal of Rock Mechanic and Mining Science and Geomechanic Abstracts, (16) 135-140. (1978)
  • [22] ISRM, Suggested Methods For Determining Sound Velocity, International Journal Of Rock Mechanic and Mining Science and Geomechanic Abstract, (15) 53-58. (1978)
There are 22 citations in total.

Details

Primary Language Turkish
Subjects Engineering
Journal Section Articles
Authors

Engin Özdemir

Didem Eren Sarıcı

Publication Date June 15, 2016
Published in Issue Year 2016 Issue: 036

Cite

APA Özdemir, E., & Eren Sarıcı, D. (2016). KIRMIZI TRAVERTENİN FİZİKO-MEKANİK ÖZELLİKLERİNİN KURU VE DOYGUN P DALGA HIZINDAN KESTİRİMİ. Journal of Science and Technology of Dumlupınar University(036), 39-54.

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