Engineering Properties of Eğirdir-Kızıldağ Harzburgitic Peridotites in Southwestern Turkey

Engineering Properties of Eğirdir-Kızıldağ Harzburgitic Peridotites in Southwestern Turkey

In rock mechanics, various methods are available to detect the rock properties. The aim of this study is to determine physical and mechanical properties of the serpentinized ultrabasic rocks such as Eğirdir-Kızıldağ Harzburgitic Peridotites. The serpentinized ultrabasic rocks are commonly used for architecture and the ground under road bases in many areas and also widely used for indoor elements such as tables, pilasters and ornaments of different kinds. In this study, geophysical and geotechnical tests including P and S- wave velocities, rigidity modulus, Poisson ratio, elasticity modulus, bulk modulus, natural period, safe bearing capacity and bedding coefficient were performed on nine rock samples, collected from different areas. Geophysical and geotechnical studies were carried out both parallel and perpendicular to foliation planes of the cubic samples. Ultrasonic P-Wave Velocity (UPV), Uniaxial Compressive Strength (UCS), volumetric water contents, effective porosity, unit volume weight, density and weight of all samples were calculated. Finally, statistical relations among the measured parameters were established by using regression analysis.

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  • References
  • [1] Christensen NI., “Shear-Wave Vetocities in Metamorphic Rocks at Pressures to 10 Kbar.” Journal of Geophysical Research 71, (1966) 3549-3556.
  • [2] Morgan NA., “Physical properties of marine sediments asrelated to seismic velocities”, Geophysics 3 (4), (1969) 529–545.
  • [3] Youash Y., “Dynamic Physical Properties of Rocks: Part 2. Experimental result”. Proceeding of the and Congress of the International Society for Rock Mechanic, Beograd. l, (1970) 185–195.
  • [4] Hamilton L., “Sound velocity density relations in sea flor sediment”. J Acoustic Socam. 63, (1978) 366–377.
  • [5] Castagna JP, Batzle ML, Eastwood RL., “Relationships between compressional-wave and shear wave velocities in clastic silicate rocks”, Geophysics 50, (1985) 571–581.
  • [6] Ramana YV, Gogte, BS, Sarma K.., “Physical Properties of Indus Ophiolites from Kashmir Himalaya”. Physics of the Earth and Planetary Interiors 43, (1986) 104-122.
  • [7] Chau KT, Wong RHC., “Uniaxial compressive strength and point load strength of rocks”, Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 33 (2), (1996) 183–188.
  • [8] Schön JH.,“Physical properties of rocks: Fundamentals and principles of petrophysics”, Pergamon Press . (1998) 582p, London.
  • [9] Kahraman S., “Evaluation of simple methods for assessing the uniaxial compressive strength of rock”. International Journal of Rock Mechanics and Mining Sciences 38, (2010) 981–994.
  • [10] Yaşar E, Erdoğan Y., “ Correlation sound velocity with the density, compressive strength and Young’s modulus of carbonate rocks”. Int. J. Rock Mech. Min. Sci. 41, (2004) 871–875.
  • [11] Marinos P, Hoek E, Marinos V., “Variability of the Engineering Properties of Rock Masses Quantified by the Geological Strength Index: The Case of Ophiolites with Special Emphasis on Tunnelling”. Bulletin of Engineering Geology and the Environment 65, (2006) 129-142.
  • [12] Vasconcelos G, Lourec OPB, Alves CSA, Pamplona J., “Prediction of the mechanical properties of granites by ultrasonic pulse velocity and Schmidt hammer hardness”. North American Masonry Conference. June 3–6, St Louis, Missouri, USA (2007) 980–991.
  • 13] Kahraman S, Yeken T., “Determination of physical properties of carbonate tocks from P-wave velocity”. Bull. Engineering Geol. Environ. 67,(2008) 227–281.
  • [14] Ündül Ö, Tuğrul A., “Changes In Physico-mechanical Properties of Ultramafic Rocks Due to Weathering, ISRM International Symposium - EUROCK 2010-023, 15-18 June, Lausanne, Switzerland.
  • [15] Türkmen S, Tağa H, Özgüler E., “Effect of Construction Material on Dam Type Selection of the Büyük Karaçay Dam (Hatay, Turkey)” , Geotech Geol Eng 31,(2010) 1137–1149.
  • [16] Diamantis K, Exarhakos G, Migiros G, Gartzos E.,” Evaluating the Triaxial Characteristics of Ultramafic Rocks from Central Greece Using the Physical, Dynamic and Mechanical Properties”, Open Access Library Journal 3, e3214 , (2016) 1-20.
  • [17] Aumento F, Loubat H., “The Mid-Atlantic Ridge Near 45 °N. XVI. Serpentinized Ultramafic Intrusions”, Canadian Journal of Earth Sciences, 8(6), (1971) 631-663.
  • [18] Koumantakis J., “ Compertement des peridotites et serpentinites de la Grece en travaux public. Leur propretes physiques et mechaniques”. Bull. IAEG 25, (1982) 53–60.
  • [19] Paventi M, Scoble, M, Stead D., “ Characteristics of a complex serpentinised ultramafic rock mass at the Birchtree Mine”. Manitoba. In: Mitri. H. Aubertin (Ed.) North American Rock Mechanics Symposium. Rotherdam (1996) 339–346.
  • [20] Escartin J, Hirth G, Evans B., “Strength of Slightly Serpentinized Peridotites: Implications for the Tectonics of Oceanic Lithosphere”. Geological Society of America 29, (2001) 1023-1026.
  • [21] Dewandel B, Boudier F, Kern H, Warsi W, Mainprice D., “Seismic wave velocity and anisotropy of serpentinized peridotite in the Oman ophiolite”. Tectonophysics 370, (2003) 77–94.
  • [22] Courtier AM, Hart D, Christensen NI., “Seismic properties of leg 195 serpentinites and their geophysical implications”, In: Proc. ODP. Sci. Results, 195 (2004)
  • [23] Diamantis K., “Engineering Geological Properties of the Ultrabasic Rocks in Othrys and Kallidromo Mountains (Central Greece)”. PhD Thesis, Agricultural University of Athens, Athens, 386. (2010)
  • [24] Özsoy EA, Yilmaz G, Arman H., “Physical, Mechanical and Mineralogical Properties of Ophiolitic Rocks at the Yakakayi Dam Site, Eskisehir, Turkey”, Scientific Research and Essays 5, (2010) 2579-2587.
  • [25] Kurtuluş C, Bozkurt A, Endes H., “ Physical and mechanical properties of serpantinized ultrabasic rocks in NW Turkey”. Pure and Applied Geophysics 169, (2012) 1205-1215.
  • [26] Diamantis K, Gartzos E, Migiros G., “Influence of Petrographic Characteristics on Physico-Mechanical Properties of Ultrabasic Rocks from Central Greece”. Bulletin of Engineering Geology and the Environment 73, (2014) 1273-1292.
  • [27] Özer, P., “Güneybatı Türkiye’de Serpantinleşmiş Ultrabazik Kayaçların Fiziksel ve Mekanik Özellikleri.SDÜ Fen Bilimleri Enstitüsü, Yüksek Lisans Tezi, sayfa:76, 2015- Isparta
  • [28] Juteau T.,L”es ophiolites des noppes d’ Antalya (Taurides occidentales, Turquie) These so Terre”, Mem.No:32, 602P, 1975- Nancy.
  • [29] Elitok Ö., “Geology, geochemistry and geodynamic implications of the mafic–ultramafic rocks from the northern part of the Antalya Complex, SW Turkey”. Tectonophysics 568, (2012) 335–356.
  • [30] Bozcu A, Yağmurlu F., “Eğirdir (Isparta) güneyinde yer alan Mesozoyik yaşlı birimlerin petrol jeolojisi yönünden incelenmesi”, Geosound 30, (1997) 1–9 (in Turkish).
  • [31] Şenel M et al., “Isparta büklümü doğusunda, otokton ve allokton birimlerin stratigrafisi (Batı Toroslar)”, Bulletin of the Mineral Research and Exploration 118. 1996
  • [32] Kurtuluş C., “Sismik yöntemlerle belirlenen ampirik taşıma gücü bağıntısı ve uygulaması”, Uygulamalı Yerbilimleri Dergisi Kocaeli Üniversitesi. 1 (6), (2000) 51–59.
  • [33] Kurtuluş C., “Sismik Arama, Teori ve Uygulama”. Kocaeli Universitesi Yayınları. Kocaeli.2002.
  • [34] Tezcan SS, Keçeli A, Özdemir Z., “Allowable bearing capacity of shallow foundations based on shear wave velocity”, Geotechnical and Geological Engineering 24, (2006) 203-218.
  • [35] ASTM C170/ C170M-14a., “ Standard Test Method for Compressive Strenght of Dimension Stone”, ASTM International, West Conshohocken, PA, 2014 www.astm.org.
  • [36] TS EN 1926 “Natural stone test methods- Determination of compressive strength”. TSE, 2000, Ankara.
  • [37] Song I, Suh, M, Yong-Kyun W, Hao T., ”Determination of the elastic modulus set of foliated rocks from ultrasonic velocity measurements”, Engineering Geology 72, (2004) 293–308.
  • [38] ISRM ., “The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring”: 1974-2006 (Ulusay,R. and Hudson, J.A., Editors), Kozan Ofset Matbaacılık, 2007- Ankara.
  • [39] TS EN 1936 .,”Natural stone test methods- Determination o f real density and apparent density and of total and open porosity”. TSE, 2010-Ankara.
  • [40] TS EN 13755., “Natural stone test methods - Determination of water absorption at atmospheric pressure”.2009
  • [41] Karpuz C, Özenoğlu A, Tutluoğlu L, Ünal E., “Rock Mechanical Principles”. METU Department of Mining Engineering No: 6-7, (1986) 50-56, Ankara.
  • [42] Iliev IG., “An attempt to estimate the degree of weatheringof instusive rocks from their physico-mechanical properties”. In: Proceedings of the 1st Congrees of the International Society of Rock Mechanics Issue 3, Lisbon, (1967) 109-114.
  • [43] Ercan A., “Yer Araştırma Yöntemleri; Bilgiler Kurallar”. TMMOB Jeofizik Müh. Odası Yayını, 2001-Ankara
  • [44] Tarhan F., “ Mühendislik Jeolojisi Prensipleri”, KTÜ Yayınları, 1989-Trabzon.
  • [45] Deere DU, Miller RP., “ Engineering Classification and Index Properties of Rock”. Air Force Weapons Laboratory, Tech. Rap. AFNL - TR- 65-116;1966-New Mexico.