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Correlations Between Slake-Durability Index and Engineering Properties of Some Travertine Samples Under Wetting–Drying Cycles

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Abstract

Six travertine rock samples have been collected from different parts of Cheshmeh-Hafez quarry in northwest of Damghan, northern Iran. Physical and mechanical properties of the samples mean dry and saturated unit weights, specific gravity, porosity, water absorption, ultrasonic P wave velocity, Schmidt rebound hardness, point load index, Brazilian tensile strength, block punch index and uniaxial compressive strength have been determined according to the ISRM (in: Ulusay, Hudson (eds) Suggested methods prepared by the commission on testing methods, International Society for Rock Mechanics (ISRM), Kozan Offset, Ankara, 2007) standard in the laboratory. Also, slake-durability test was carried out up to ten cycles in different solutions. The used solutions were natural water with pH 7 of the region and sulfuric acidic solutions with pH of 5.5 and 4. Then empirical relationships by regression analyses were undertaken between the slake-durability indexes of all cycles of the test and measured physical and mechanical properties of the tested travertines. Regression analyses indicated that the relationships with correlation coefficients (R2) from 0.55 to 0.98 exist between slake-durability index and engineering properties of the rocks. The best and poor correlations were obtained between slake-durability index and specific gravity and block punch index, respectively. Results shown that in the first four wetting–drying cycles, the correlation coefficients between slake-durability index and physical properties of the rocks are rapidly increased, whiles the increasing rate of the correlation coefficients between slake-durability index and mechanical properties of the rocks is maximum in the first three cycles. Therefore, the first and second cycles of slake-durability test can’t able to present actual durability of the rocks.

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References

  • Aakin M, Ozsan A (2010) Evaluation of the long-term durability of yellow travertine using accelerated weathering tests. Bull Eng Geol Environ 70:101–114

    Article  Google Scholar 

  • Akin M (2008) Investigation of deterioration of Eskipazar (Karabuk) travertines. PhD thesis, Ankara University, Graduate School of Natural and Applied Sciences, Ankara, Turkey (in Turkish, unpublished)

  • Anon OH (1979) Classification of rocks and soils for engineering geological mapping. Part 1: rock and soil materials. Bull Assoc Eng Geol 19:355–371

    Google Scholar 

  • ASTM (1990) Standard test method for slake and durability of shales and similar weak rocks (D4644). In: Annual book of ASTM standards, vol 4.08. Philadelphia, pp 863–865

  • ASTM (1995) Standard test method for unconfined compressive strength of intact rock core specimens. ASTM standards on disc 04.08; designation: D2938

  • ASTM (1996) Standard test method for laboratory determination of pulse velocities and ultrasonic elastic constants of rock. Designation: D2845–D2895

  • ASTM (2001a) Standard test method for determination of rock hardness by rebound Hammer method. ASTM standards on disc 04.09, designation: D5873–D5880

  • ASTM (2001b) Standard method for determination of the point load strength index of rock. ASTM standards on disc 04.08, designation: D5731

  • ASTM (2001c) Standard test method for splitting tensile strength of intact rock core specimens. ASTM standards on disc 04.08, designation: D3967

  • Bell FG (2000) Engineering properties of soils and rocks. Blackwell Science Ltd, Hoboken, p 482

    Google Scholar 

  • Bell FG (2007) Engineering geology, 2nd edn. Elsevier, Amsterdam, p 581

    Google Scholar 

  • Bell FG, Entwisle DC, Culshaw MG (1997) A geotechnnical survey of some British coal measures mudstones, with particular emphasis on durability. Eng Geol 46:115–129

    Article  Google Scholar 

  • Benavente D, Garcia MA, Fort R, Ordonez S (2004) Durability estimation of porous building stones from pore structure and strength. Eng Geol 74:113–127

    Article  Google Scholar 

  • Benavente D, Cultrone G, Gomez-Heras M (2008) The combined influence of mineralogical, hygric and thermal properties on the durability of porous building stones. Eur J Mineral 20:673–685

    Article  Google Scholar 

  • Blows JF, Carey PJ, Poole AB (2003) Preliminary investigations into Caen Stone in the UK; its use, weathering and comparison with repair stone. Build Environ 38:1143–1149

    Article  Google Scholar 

  • Broch E, Franklin JA (1972) The point load test. Int J Rock Mech Min Sci Geomech Abstr 9:669–676

    Article  Google Scholar 

  • Cargill JS, Shakoor A (1990) Evaluation of empirical methods for measuring the uniaxial compressive strength of rock. Int J Rock Mech Min Sci Geomech 27:495–503

    Article  Google Scholar 

  • Crosta G (1998) Slake durability vs ultrasonic treatment for rock durability determinations. Int J Rock Mech Min Sci 35(6):815–824

    Article  Google Scholar 

  • Dhakal G, Yoneda T, Kato M, Kaneko K (2002) Slake durability and mineralogical properties of some pyroclastic and sedimentary rocks. Eng Geol 65:31–45

    Article  Google Scholar 

  • Dick JC, Shakoor A (1995) Characterizing durability of mud rocks for slope stability purposes. Geol Soc Am Rev Eng Geol 10:121–130

    Article  Google Scholar 

  • Fereidooni D (2016) Determination of the geotechnical characteristics of hornfelsic rocks with a particular emphasis on the correlation between physical and mechanical properties. Rock Mech Rock Eng 49:2595–2608

    Article  Google Scholar 

  • Fereidooni D (2017) Influence of discontinuities and clay minerals in their filling materials on the instability of rock slopes. Geomech Geoeng. doi:10.1080/17486025.2017.1309080

    Google Scholar 

  • Franklin JA, Chandra A (1972) The slake durability test. Int J Rock Mech Min Sci 9(1):325–341

    Article  Google Scholar 

  • Gamble JC (1971) Durability-plasticity classification of shale and other argillaceous rocks. PhD theses, University of Illinois

  • Geological Society of Iran (GSI) (1977) Geological quadrangle map of Iran. No. D6, Scale 1:100000. Offset Press, Tehran

    Google Scholar 

  • Ghobadi MH, Fereidooni D (2015) Effect of mineralogy on durability and strength of hornfelsic rocks under acidic rainfall in urban areas. J Eng Geol 9(2):2765–2788

    Article  Google Scholar 

  • Gokceoglu C, Ulusay R, Sonmez H (2000) Factors affecting the durability of selected weak and clay bearing rocks from Turkey, with particular emphasis on the influence of the number of drying and wetting cycles. Eng Geol 57:215–237

    Article  Google Scholar 

  • Goudie AS (1999) Experimental salt weathering of limestone in relation to rock properties. Earth Surf Process Landf 24:715–724

    Article  Google Scholar 

  • Gupta V, Ahmed I (2007) The effect of pH of water and mineralogical properties on the slake durability (degradability) of different rocks from the Lesser Himalaya, India. Eng Geol 95:79–87

    Article  Google Scholar 

  • ISRM (1981) ISRM suggested methods. In: Brown ET (ed) Rock characterization, testing and monitoring. Pergamon Press, London, p 211

    Google Scholar 

  • ISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. In: Ulusay R, Hudson JA (eds) Suggested methods prepared by the commission on testing methods. International Society for Rock Mechanics (ISRM), Kozan Offset, Ankara

    Google Scholar 

  • Jamshidi A, Nikudel MR, Khamehchiyan M (2013) Predicting the long-term durability of building stones against freeze-thaw using a decay function model. Cold Reg Sci Technol 92:29–36

    Article  Google Scholar 

  • Johnson RB, DeGraff JV (1988) Principles of engineering geology. Wiley, New York, p 497

    Google Scholar 

  • Kahraman S, Fener M, Gunaydin O (2016) Estimating the uniaxial compressive strength of pyroclastic rocks from the slake durability index. Bull Eng Geol Environ. doi:10.1007/s10064-016-0893-3

    Google Scholar 

  • Khanlari GR, Heidari M, Sepahi-Gero AA, Fereidooni D (2014) Quantification of strength anisotropy of metamorphic rocks of the Hamedan province, Iran, as determined from cylindrical punch, point load and Brazilian tests. Eng Geol 169:80–90

    Article  Google Scholar 

  • Koncagul EC, Santi PM (1999) Predicting the unconfined compressive strength of the Breathitt shale using slake durability, shore hardness and rock structural properties. Int J Rock Mech Min Sci 36:139–153

    Google Scholar 

  • Lu P, Cai S, Yang P, Rosenbaum MS (2005) Disintegration characteristics of weak rocks using the Grey Prediction technique. Geotech Geol Eng 23:131–139

    Article  Google Scholar 

  • Mahmutoglu Y, Yuzer E, Suner F, Eris¸ I, Eyuboglu R (2003) Deterioration and conservation of the Dolmabahçe Palace (Istanbul) building stones. In: Yuzer E, Ergin H, Tugrul A (eds) Proceedings of industrial minerals and building stones, IMBS 2003, pp 343–352

  • Molina E, Cultrone G, Sebastián E, Alonso FJ, Carrizo L, Gisbert J, Buj O (2013) The pore system of sedimentary rocks as a key factor in the durability of building materials. Eng Geol 118:110–121

    Article  Google Scholar 

  • Moradian ZA, Ghazvinian AH, Ahmadi M, Behnia M (2010) Predicting slake durability index of soft sandstone using indirect tests. Int J Rock Mech Min Sci 47:666–671

    Article  Google Scholar 

  • Nicholson D (2001) Pore properties as indicators of breakdown mechanisms in experimentally weathered limestone. Earth Surf Process Landf 26:819–838

    Article  Google Scholar 

  • Onodera TF, Yosinaka R, Oda M (1974) Weathering and its relation to mechanical properties of granite. In: Proceedings of the 3rd congress of ISRM, Denver, Leiden, vol II(A). A.A. Balkema, pp 71–78

  • Papida S, Murphy W, May E (2000) Enhancement of physical weathering of building stones by microbial populations. Int Biodeterior Biodegradation 46:305–317

    Article  Google Scholar 

  • Pentecost A (2005) Travertine. Springer, Berlin, pp 1–445

    Google Scholar 

  • Pitzurra L, Moroni B, Nocentini A, Sbaraglia G, Poli G, Bistoni F (2003) Microbial growth and air pollution in carbonate rock weathering. Int Biodeterior Biodegradation 52:63–68

    Article  Google Scholar 

  • Prikryl R (2001) Some microstructural aspects of strength variation in rocks. Int J Rock Mech Min Sci Geomech Abstr 38(5):671–682

    Article  Google Scholar 

  • Prikryl R, Lokajicek T, Svobodova J, Weishauptova Z (2003) Experimental weathering of marlstone from Přední Kopanina (Czech Republic)—historical building stone of Prague. Build Environ 38(9–10):1163–1171

    Article  Google Scholar 

  • Rodrigues JD (1991) Physical characterization and assessment of rock durability through index properties. NATO ASI Ser E Appl Sci 200:7–34

    Google Scholar 

  • Schneider C, Ziesch J, Bauer J, Torok A, Siegesmund S (2008) Bauwerkskartierung zur Analyse des Verwitterungszustands an den Außenmauern des Schlosses von Buda (Budapest, Ungarn). Schriftenreihe der Deutschen Geologischen Gesellschaft (SDGG) 59:219–235

    Google Scholar 

  • Shalabi FI, Cording EJ, Al-Hattamleh OH (2007) Estimation of rock engineering properties using hardness tests. Eng Geol 90:138–147

    Article  Google Scholar 

  • Sharma PK, Singh TN (2008) A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bull Eng Geol Environ 67:17–22

    Article  Google Scholar 

  • Sidraba I (2006) Weatherability of Roman travertine. PhD thesis, Riga Technical University Faculty of Material Science and Applied Chemistry Institute of Silicate Materials, Latvia (unpublished)

  • Sidraba I, Normandin KC, Cultrone G, Scheffler MJ (2004) Climatological and regional weathering of Roman travertine. In: Prikryl R, Siegel P (eds) Architectural and sculptural stone in cultural landscape. Carolinum Press, Prague, pp 211–228

    Google Scholar 

  • Singh TN, Verma AK, Singh V, Sahu A (2005) Slake durability study of shaly rock and its predictions. Environ Geol 47:246–253

    Article  Google Scholar 

  • Tasdemir Y, Kolay E, Kayabali K (2013) Comparison of three artificial neural network approaches for estimating of slake durability index. Environ Earth Sci 68:23–31

    Article  Google Scholar 

  • Torok A (2004) Comparison of the processes of decay of two limestones in a polluted urban environment. In: Mitchell DJ, Searle DE (eds) Stone deterioration in polluted urban environments. Science Publishers, Enfield, pp 73–92

    Google Scholar 

  • Torok A (2006) Hungarian travertine: weathering forms and durability. In: Fort R, Alvarez de Buego M, Gomez-Heras M, Vazquez-Calvo C (eds) Heritage weathering and conservation, vol 1. Taylor & Francis/Balkema, London, pp 199–204

    Google Scholar 

  • Torok A (2008) Black crusts on travertine: factors controlling development and stability. Environ Geol 56:583–584

    Article  Google Scholar 

  • Tugrul A, Zarif IH (1999) Research on limestone decay in a polluting environment, Istanbul-Turkey. Environ Geol 38(2):149–158

    Article  Google Scholar 

  • Uchida E, Ogawa Y, Maeda N, Nakagawa T (1999) Deterioration of stone materials in the Angkor monuments, Cambodia. Eng Geol 55:101–112

    Article  Google Scholar 

  • Ulusay R, Gokceoglu C, Sulukcu S (2001) Draft ISRM suggested method for determining block punch strength index (BPI). Int J Rock Mech Min Sci 38(8):1113–1119

    Article  Google Scholar 

  • Valdeon L, de Freitas MH, King MS (1996) Assessment of the quality of building stones using signal processing procedures. Q J Eng Geol 29:299–308

    Article  Google Scholar 

  • Vazquez P, Alonso FJ, Carriz L, Molina E, Cultrone G, Blanco M, Zamora I (2013) Evaluation of the petrophysical properties of sedimentary building stones in order to establish quality criteria. Constr Build Mater 41:868–878

    Article  Google Scholar 

  • Yagiz S (2011) Correlation between slake durability and rock properties for some carbonate rocks. Bull Eng Geol Environ 70(3):377–383

    Article  Google Scholar 

  • Yuzer E, Angi S (2005) Natural stone sector in Turkey special attention to Turkish travertines. In: Ozkul M, Yagiz S, Jones B (eds) Proceedings of 1st international symposium on travertine, Denizli, Turkey, pp 3–13

  • Zappia G, Sabbioni C, Riontino C, Gobbi G, Favoni O (1998) Exposure tests of building materials in urban atmosphere. Sci Total Environ 224:235–244

    Article  Google Scholar 

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Fereidooni, D., Khajevand, R. Correlations Between Slake-Durability Index and Engineering Properties of Some Travertine Samples Under Wetting–Drying Cycles. Geotech Geol Eng 36, 1071–1089 (2018). https://doi.org/10.1007/s10706-017-0376-8

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