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Published in: Rock Mechanics and Rock Engineering 1/2012

01-01-2012 | Technical Note

Effects of Rock Classes and Porosity on the Relation between Uniaxial Compressive Strength and Some Rock Properties for Carbonate Rocks

Authors: M. A. Rajabzadeh, Z. Moosavinasab, G. Rakhshandehroo

Published in: Rock Mechanics and Rock Engineering | Issue 1/2012

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Excerpt

Different carbonate rock classes of various origins (namely sedimentary limestones, diagenetic dolomitic limestones, travertines, and metamorphic marbles) have been exposed and widely used as dimension stones and aggregates in different parts of Iran. Twenty percent of all Iranian decorative stone is produced in Fars Province, southern Iran. The Neyriz and Dehbid-Bavanat areas are the most important centers of rock production in the province. …

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Literature
go back to reference ASTM (1986) Standard test method of unconfined compressive strength of intact rock core specimens. ASTM Stand. 04.08 (D 2938) ASTM (1986) Standard test method of unconfined compressive strength of intact rock core specimens. ASTM Stand. 04.08 (D 2938)
go back to reference ASTM (1993) Standard test method for elastic moduli of intact rock core specimens in uniaxial compression. ASTM Stand. 04.08 (D 3148) ASTM (1993) Standard test method for elastic moduli of intact rock core specimens in uniaxial compression. ASTM Stand. 04.08 (D 3148)
go back to reference ASTM (1998) Standard test method for splitting tensile strength of intact rock core specimens (Brazilian Method). 04.08 (D3967) ASTM (1998) Standard test method for splitting tensile strength of intact rock core specimens (Brazilian Method). 04.08 (D3967)
go back to reference Benavente D, Garcia del Cura MA, Fort R, Ordonez S (2004) Durability estimation of porous building stones from pore structure and strength. Eng Geol 74:113–127CrossRef Benavente D, Garcia del Cura MA, Fort R, Ordonez S (2004) Durability estimation of porous building stones from pore structure and strength. Eng Geol 74:113–127CrossRef
go back to reference Dunn DE, LaFountain LJ, Jackson RE (1973) Porosity dependence and mechanism of brittle fracture in sandstones. J Geophys Res 78:2403–2417CrossRef Dunn DE, LaFountain LJ, Jackson RE (1973) Porosity dependence and mechanism of brittle fracture in sandstones. J Geophys Res 78:2403–2417CrossRef
go back to reference Hecht CA, Bonsch C, Bauch E (2005) Relations of rock structure and composition to petrophysical and geomechanical rock properties:examples from permocarboniferou red-beds. Rock Mech Rock Eng 38:197–216CrossRef Hecht CA, Bonsch C, Bauch E (2005) Relations of rock structure and composition to petrophysical and geomechanical rock properties:examples from permocarboniferou red-beds. Rock Mech Rock Eng 38:197–216CrossRef
go back to reference Hoshino K (1974) Effect of porosity on the strength of the clastic sedimentary rocks. Proc 3rd Int Cong ISRM. Denver, USA. vol II, part A, pp 511–516 Hoshino K (1974) Effect of porosity on the strength of the clastic sedimentary rocks. Proc 3rd Int Cong ISRM. Denver, USA. vol II, part A, pp 511–516
go back to reference Kahraman S (2001) Evaluation of simple methods for assessing the uniaxial compressive strength of rock. Int J Rock Mech Min Sci 38:981–994CrossRef Kahraman S (2001) Evaluation of simple methods for assessing the uniaxial compressive strength of rock. Int J Rock Mech Min Sci 38:981–994CrossRef
go back to reference Kahraman S, Gunaydin O (2009) The effect of rock classes on the relation between uniaxial compressive strength and point load index. Bull Eng Geol Environ. doi:10.1007/s10064-009-0195-0 Kahraman S, Gunaydin O (2009) The effect of rock classes on the relation between uniaxial compressive strength and point load index. Bull Eng Geol Environ. doi:10.​1007/​s10064-009-0195-0
go back to reference Kahraman S, Gunaydin, Fener M (2005) The effect of porosity on the relation between uniaxial compressive strength and point load index. Int J Rock Mech Min Sci 42:584–589CrossRef Kahraman S, Gunaydin, Fener M (2005) The effect of porosity on the relation between uniaxial compressive strength and point load index. Int J Rock Mech Min Sci 42:584–589CrossRef
go back to reference Karakus M, Tutmez B (2006) Fuzzy and multiple regressions modeling for evaluation of intact rock strength based on point load, Schmidt hammer and sonic velocity. Rock Mech Rock Eng 39(1):45–47CrossRef Karakus M, Tutmez B (2006) Fuzzy and multiple regressions modeling for evaluation of intact rock strength based on point load, Schmidt hammer and sonic velocity. Rock Mech Rock Eng 39(1):45–47CrossRef
go back to reference Karakus M, Kumral M, Kilic O (2005) Predicting elastic properties of intact rocks from index tests using multiple regression modeling. Rock Mech Min Sci 42:323–330 Karakus M, Kumral M, Kilic O (2005) Predicting elastic properties of intact rocks from index tests using multiple regression modeling. Rock Mech Min Sci 42:323–330
go back to reference Kelsall PC, Watters RJ, Franzone JG (1986) Engineering characterization of fissured weathered dolerite and vesicular basalt. Proc 27th US Rock Mech Symp, Tuscaloosa, USA, June 23–25, pp 78–84 Kelsall PC, Watters RJ, Franzone JG (1986) Engineering characterization of fissured weathered dolerite and vesicular basalt. Proc 27th US Rock Mech Symp, Tuscaloosa, USA, June 23–25, pp 78–84
go back to reference Kilic A, Teymen A (2008) Determination of mechanical properties of rocks using simple methods. Bull Eng Geol Environ 67:237–244CrossRef Kilic A, Teymen A (2008) Determination of mechanical properties of rocks using simple methods. Bull Eng Geol Environ 67:237–244CrossRef
go back to reference Li L, Aubertin M (2003) A general relationship between porosity and uniaxial strength of engineering materials. Can J Civil Eng 30:644–658CrossRef Li L, Aubertin M (2003) A general relationship between porosity and uniaxial strength of engineering materials. Can J Civil Eng 30:644–658CrossRef
go back to reference Onodera TF, Kumara HM (1980) Relation between texture and mechanical properties of crystalline rocks. Bull Assoc Eng Geol 22:173–177 Onodera TF, Kumara HM (1980) Relation between texture and mechanical properties of crystalline rocks. Bull Assoc Eng Geol 22:173–177
go back to reference Onodera TF, Yoshinaka R, Oda M (1974) Weathering and its relation to mechanical properties of granite. Proc 3rd ISRM Cong Denver, USA. vol II, part A, pp 71–78 Onodera TF, Yoshinaka R, Oda M (1974) Weathering and its relation to mechanical properties of granite. Proc 3rd ISRM Cong Denver, USA. vol II, part A, pp 71–78
go back to reference Prikryl R (2001) Some micro structural aspects of strength variation in rocks. Int J Rock Mech Min Sci 38:671–682CrossRef Prikryl R (2001) Some micro structural aspects of strength variation in rocks. Int J Rock Mech Min Sci 38:671–682CrossRef
go back to reference Sabatakakis N, Koukis G, Tsiambaos G, Papanakli S (2008) Index properties and strength variation controlled by microstructure for sedimentary rocks Eng Geol 97:80–90 Sabatakakis N, Koukis G, Tsiambaos G, Papanakli S (2008) Index properties and strength variation controlled by microstructure for sedimentary rocks Eng Geol 97:80–90
go back to reference Sharma PK, Singh TN (2007) A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bull Eng Geol Env. doi:10.1007/s10064-007-0109-y Sharma PK, Singh TN (2007) A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bull Eng Geol Env. doi:10.​1007/​s10064-007-0109-y
go back to reference Smorodinov MI, Motovilov EA, Volkov VA (1970) Determination of correlation relationship between strength and some physical characteristics of rocks. Proc 2nd ISRM Cong, Belgrade, Yugoslavia. vol II, Theme 3–6 Smorodinov MI, Motovilov EA, Volkov VA (1970) Determination of correlation relationship between strength and some physical characteristics of rocks. Proc 2nd ISRM Cong, Belgrade, Yugoslavia. vol II, Theme 3–6
go back to reference Stöcklin J, Setudinia A (1972). Lexique Stratigraphique International vol III ASIE. Centre National de la Recherche Scientifique. 15, quai Anatole-France (Paris-VII) Stöcklin J, Setudinia A (1972). Lexique Stratigraphique International vol III ASIE. Centre National de la Recherche Scientifique. 15, quai Anatole-France (Paris-VII)
go back to reference Torok A (2006) Influence of fabric on the physical properties of limestones. In: Kourkoulis SK (ed) Fracture and failure of natural bulding stones. Springer, Dordrecht, pp 487–495 Torok A (2006) Influence of fabric on the physical properties of limestones. In: Kourkoulis SK (ed) Fracture and failure of natural bulding stones. Springer, Dordrecht, pp 487–495
go back to reference Torok A, Vasarhelyi B (2010) The influence of fabric and water content on selected rock mechanical parameters of travertine, examples from Hungary. Eng Geol 115:237–245CrossRef Torok A, Vasarhelyi B (2010) The influence of fabric and water content on selected rock mechanical parameters of travertine, examples from Hungary. Eng Geol 115:237–245CrossRef
go back to reference Yilmaz I (2009) A new testing method for indirect determination of the unconfined compressive strength of rocks. Int J Rock Mech Min Sci 46:1349–1357CrossRef Yilmaz I (2009) A new testing method for indirect determination of the unconfined compressive strength of rocks. Int J Rock Mech Min Sci 46:1349–1357CrossRef
go back to reference Yilmaz I (2010) Influence of water content on the strength and deformability of gypsum. Int J Rock Mech Min Sci 47(2):342–347CrossRef Yilmaz I (2010) Influence of water content on the strength and deformability of gypsum. Int J Rock Mech Min Sci 47(2):342–347CrossRef
go back to reference Yilmaz I, Yuksek AG (2008) An example of artificial neural network application for indirect estimation of rock parameters. Rock Mech Rock Eng 41(5):781–795CrossRef Yilmaz I, Yuksek AG (2008) An example of artificial neural network application for indirect estimation of rock parameters. Rock Mech Rock Eng 41(5):781–795CrossRef
go back to reference Yilmaz I, Yüksek AG (2009) Prediction of the strength and elasticity modulus of gypsum using multiple regression, ANN, ANFIS models and their comparison. Int J Rock Mech Min Sci 46(4):803–810CrossRef Yilmaz I, Yüksek AG (2009) Prediction of the strength and elasticity modulus of gypsum using multiple regression, ANN, ANFIS models and their comparison. Int J Rock Mech Min Sci 46(4):803–810CrossRef
Metadata
Title
Effects of Rock Classes and Porosity on the Relation between Uniaxial Compressive Strength and Some Rock Properties for Carbonate Rocks
Authors
M. A. Rajabzadeh
Z. Moosavinasab
G. Rakhshandehroo
Publication date
01-01-2012
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 1/2012
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-011-0169-y

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