Propiedades mecánicas de algunas piedras de construcción de depósitos volcánicos de monte Erciyes (Turquía)
DOI:
https://doi.org/10.3989/mc.2019.04618Palabras clave:
Propiedades mecánicas, Petrografía, Resistencia a la compresión, Módulo de elasticidad, Análisis térmicoResumen
El Monte Erciyes es un enorme estratovolcán de la provincia central de Anatolia en Turquía y ha producido rocas calcalcalinas y piroclásticas, que han sido ampliamente utilizadas como piedra de dimensión en edificios de pisos bajos y especialmente en monumentos históricos en el pasado. En la región hay unas 205 canteras que extraen rocas volcánicas. En este estudio, se evalúan las ubicaciones de estas canteras y la información sobre su producción anual de piedra. Con el fin de evaluar las propiedades materiales de los productos volcánicos del Monte Erciyes, se llevaron a cabo análisis petrográficos y una serie de ensayos mecánicos de roca. Se encontraron correlaciones significativas entre las propiedades de las muestras de roca. En particular, existe una relación significativa entre la conductividad térmica y algunos valores de medición no destructivos, como la velocidad de la onda P, la dureza de Equotip y Schmidt, y se desprende de las ecuaciones de regresión que estas pruebas se pueden usar como indicadores para evaluar los productos de la montaña Erciyes.
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Török, Á.; P?ikryl, R. (2010) Current methods and future trends in testing, durability analyses and provenance studies of natural stones used in historical monuments, Eng. Geol., 115 139-142. https://doi.org/10.1016/j.enggeo.2010.07.003
Selonen, O.; Luodes, H.; Ehlers, C. (2000) Exploration for dimensional stone-implications and examples from the Precambrian of Southern Finland. Eng. Geol, 56, 275-291. https://doi.org/10.1016/S0013-7952(99)00091-5
Benavente, D.; Garcia-del-Cura, M.A.; Fort, R.; Ordoñez, S. (2004) Durability estimation of porous building stones from pore structure and strength, Eng. Geol 74: 113-127. https://doi.org/10.1016/j.enggeo.2004.03.005
Kahraman, S. (2001a) Evaluation of simple methods for assessing the uniaxial compressive strength of rock. Int J Rock Mech Min Sci 38:981-994. https://doi.org/10.1016/S1365-1609(01)00039-9
Ozkahraman, H.T.; Selver R.; Isik E.C. (2004) Determination of the thermal conductivity of rock from P-wave velocity. Int J Rock Mech Min Sci 41:703-708. https://doi.org/10.1016/j.ijrmms.2004.01.002
Çobanoglu, ?.; Çelik, S.B. (2008) Estimation of uniaxial compressive strength from point load strength, Schmidt hardness and P-wave velocity. Bull. Eng. Geol. Environ. 67:491-498. https://doi.org/10.1007/s10064-008-0158-x
Heather Viles, H.; Goudie, A.; Grab, S.; Lalley, J. (2011) The use of the Schmidt Hammer and Equotip for rock hardness assessment in geomorphology and heritage science: a comparative analysis. Earth Surf. Process. Landforms 36, 320-333. https://doi.org/10.1002/esp.2040
Fort, R.; Alvarez de Buergo, M.; Perez-Monserrat, E. M. (2013) Non-destructive testing for the assessment of granite decay in heritage structures compared to quarry stone Int. J. Rock Mech. Mining Sci. 61, 296-305. https://doi.org/10.1016/j.ijrmms.2012.12.048
Karakul, H.; Ulusay, R. (2013) Empirical Correlations for Predicting Strength Properties of Rocks from P-Wave Velocity Under Different Degrees of Saturation. Rock Mech Rock Eng 46:981-999. https://doi.org/10.1007/s00603-012-0353-8
?en, E.; Kürkçüo?lu, B.; Aydar, E.; Gourgaud, A.; Vincent, P. M. (2003) Volcanological evolution of Mount Erciyes stratovolcano and origin of the Valibaba Tepe ignimbrite (Central Anatolia, Turkey) J. Volcan. Geoth. Res.125, 225-246. https://doi.org/10.1016/S0377-0273(03)00110-0
Innocenti, F.; Mazzuoli, R.; Pasquaré, G.; Radicati, F.; Villari, L. (1975) Neogene calc-alcaline volcanism of Central Anatolia: geo chronological data on Kayseri-Nigde area. Geol. Mag., 112, 349-360. https://doi.org/10.1017/S0016756800046744
Notsu, K.; Fujitani, T.; Ui, T.; Matsuda, J.; Ercan, T. (1995) Geochemical features of collision-related volcanic rocks in Central and Eastern Anatolia, Turkey. J. Volcanol. Geotherm. Res. 64, 171-192. https://doi.org/10.1016/0377-0273(94)00077-T
Dogan, A. U.; Dogan, M.; Peate, D. W.; Dogruel, Z. (2011) Textural and mineralogical diversity of compositionally homogeneous dacites from the summit of Mt. Erciyes, Central Anatolia, Turkey LITHOS 127: 3-4: 387-400. https://doi.org/10.1016/j.lithos.2011.09.003
Koprubasi, N.; Guctekin, A.; Celebi, D.; Kirmaci, M.Z. (2014) Mineral chemical constraints on the petrogenesis of mafic and intermediate volcanic rocks from the Erciyes and Hasandag volcanoes, Central Turkey. Chemie der erde-geochemistry 74 (4) 585-600. https://doi.org/10.1016/j.chemer.2013.11.003
Witte, E. de; Terfve, A.; Koestler, R. J.; Charola, A. E. (1988) Conservation of the Goreme rock: preliminary investigations, Proc. 6th Int. Cong. on Deterioration and Conservation of Stone, Torun: Nicolas Copernicus Univ. 346-353.
Topal, T.; Doyuran, V. (1997) Engineering geological properties and durability assessment of the Cappadocian tuff, Eng. Geol, 47: 175-187. https://doi.org/10.1016/S0013-7952(97)00017-3
Aydan, Ö.; Ulusay, R. (2003) Geotechnical and geo environmental characteristics of man-made underground structures in Cappadocia, Turkey. Eng. Geol, 69:245-272. https://doi.org/10.1016/S0013-7952(02)00285-5
Ulusay, R.; Gökçeo?lu, C.; Topal, T.; Sönmez, H.; Tuncay, E.; Ergüler, Z.A.; Kasmer, O. (2006) Assessment of environmental and engineering geological problems for the possible re-use of an abandoned rock-hewn settlement in Ürgüp (Cappadocia), Turkey. Envir. Geol, 50, 473-494. https://doi.org/10.1007/s00254-006-0222-4
Erdo?an, M. (1986) Nevsehir-Urgüp yöresi tüflerinin malzeme jeolojisi açısından ara?tırılması (in Turkish). Doctoral Thesis, I.T.U.
Korkanç, M. (2007) The effect of geomechanical properties of ignimbrites on their usage as building stone: Nevsehir stone, Geol. Eng.(in Turkish) 31(1): 49-60.
Temur, S.; Temur, Y.; Kansun, G. (2007) Geological petrographical and technological investigation of Erkilet basalt, Kayseri, Central Anatolia, Geol. Eng (in Turkish); 31(1): 1-13.
Ya?ar, E.; Tolgay, A.; Teymen, A. (2009) Industrial Usage of Nev?ehir-Kayseri (Turkey) Tuff Stone, World Applied Sci. J., 7 (3): 271-284.
Yüksek, S.; Demirci, A. (2010) Geotechnical properties of volcanic materials of the Mount Erciyes, Volcanic Rock Mechanics - Olalla et al. (eds), Taylor&Francis Group, London, ISBN 978-0-415-58478-4, pp 99-105. https://doi.org/10.1201/b10549-15
Özçelik, Y. (2011) Determination of the regions used as facing and building stone according to the material characteristics in an andesite quarry, Eng. Geol, 118: 104-109. https://doi.org/10.1016/j.enggeo.2011.01.005
ISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974-2006. In: Ulusay, R., Hudson, J.A. (Eds.), Suggested Methods Prepared by the ISRM Commission on Testing Methods, Compilation Arranged by the ISRM Turkish National Group. Kozan Ofset, Ankara, 628 pp.
TS 699 (1987) Do?al yapı ta?larının muayene ve deney metotları (in Turkish). Türk Standartları Enstitüsü, Ankara.
ASTM (1990) Standard test method for slake durability of shales and similar weak rocks (D 4644). Annual book of ASTM Standards, Vol. 4.08. ASTM, Philadelphia, PA, 863-865p.
ASTM C 597-02 (2002) Standard Test Method for Pulse Velocity through Concrete.
EN 12504-4, (2003) Testing concrete - Part 4: Determination of ultrasonic pulse velocity.
BS 1881-203 (1986) Testing concrete. Recommendations for measurement of velocity of ultrasonic pulses in concrete, British Standards Institution, 26 pages.
Schmidt, R. (1981) Descriptive nomenclature and classification of pyroclastic deposits and fragments: Recommendations of the IUGS sub commission on the systematics of igneous Rocks. Geology, 9, 41-43. https://doi.org/10.1130/0091-7613(1981)9<41:DNACOP>2.0.CO;2
Deer, D.U.; Miller, R.P. (1966) Engineering Classification and Index Properties for Intact Rock. Technical Report No. AFWL-TR-65-116, Air Force Weapons Laboratory, Kirtland Air Base, New Mexico.
ISRM (1981) Basic geotechnical description of rock masses. ISRM Commission on the Classification of Rocks and Rock Masses. Int. J. Rock Mech. Mining Sci. Geom. Abst., 18. 85 - 110. https://doi.org/10.1016/0148-9062(81)90277-1
TS 2513 (1977) Do?al Yapı Ta?ları, TSE, Ankara.
TS 10835, 1993; " Andezit Yapı ve Kaplama Ta?ı olarak Kullanılan", TSE, Ankara.
ASTM C 170, (1990) "Standard Test Method for Compressive Strength of Dimension Stone", Annual Book of ASTM Standards.
ASTM C 880, (1989) "Standard Test Method for Flexural Strength of Dimension Stone" Annual Book of ASTM Standards.
EN 1469 Natural Stone Products-Slabs for cladding - Requirements.
EN 12057 Natural Stone Products Modular Tiles - Requirements.
EN12059 Natural Stone Products - dimensional stonework - Requirements.
EN1341 Slabs of Natural Stone for external paving - Requirements and test methods.
Davis, J.C. (1986) Statistics and Data Analysis in Geology. John Wiley and Sons, New York.
Verwaal, W.; Mulder, A. (1993) Estimating Rock Strength with the Equotip Hardness Tester. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 30: 659-662. https://doi.org/10.1016/0148-9062(93)91226-9
Asef, M.R. (1995) Equotip as an index test for rock strength properties. M.Sc. thesis, ITC Delft University.
Anan, S. (1997) Application of rebound hardness test to rock materials. A trial to classify materials by Equotip tests. Proceedings of annual Conference of the Japan society of Engineering Geology Chugoku-Shikoku Branch. 15-18.
Incropera, F.P.; Dewitt, D.P. (1990) Fundamentals of heat and mass transfer. New York: Wiley.
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