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The influence of ophiolitic crushed fine aggregate properties on the performance of cement mortars

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Abstract

Aggregates constitute the largest proportion of the raw materials used for the production of mortars. Therefore, their quality significantly influences the in-use performance of the aforementioned composite building materials. This paper investigates the influence of ophiolitic crushed fine aggregate, quarried in Cyprus, on the performance of cement mortars. The experimental results vividly show that the mineralogical composition and physicomechanical properties of the fine aggregate materials under study highly affect the properties of the hardened cement mortars. More specifically, cement mortars prepared with “poor quality” aggregates, exhibiting high methylene blue and Micro-Deval loss values, showed inferior physicomechanical properties, compared to composites prepared with “better quality” aggregates. Sound correlations were also found between the mineralogy of aggregates and the physicomechanical properties of the hardened composites. This suggests that the combination of standardized aggregate characterization tests and mineralogical analyses may prove useful in assessing the quality of aggregates, prior to their use in mortar production.

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References

  • Aitcin PC, Mehta PK (1990) Effect of coarse aggregate characteristics on mechanical properties of high-strength concrete. ACI Mater J 87:103–107

    Google Scholar 

  • Akroyd TNW (1962) Concrete: properties and manufacture, 1st edn. Pergamon Press, London

    Google Scholar 

  • Alexander MG (1989) Role of aggregates in hardened concrete. In: Skalny J, Mindess S (eds) Material Science of Concrete III The American Ceramic Society. Westerville, Ohio, pp 119–146

    Google Scholar 

  • Alexander MG (1996) Aggregates and the deformation properties of concrete. ACI Mater J 93:569–577

    Google Scholar 

  • Al-Oraimi SK, Taha R, Hassan HF (2006) The effect of the mineralogy of coarse aggregate on the mechanical properties of high-strength concrete. Constr Build Maters 20:499–503

    Article  Google Scholar 

  • Al-Shweily H (2002) Effect of bituminous mixtures stripping on creep behavior. Jordan University for Science and Technology, Dissertation

    Google Scholar 

  • ASTM D7428-08 (2008) Standard test method for resistance of fine aggregate to degradation by abrasion in the Micro-Deval apparatus. American Standards for Testing and Materials, West Conshohocken

  • Basheer L, Basheer PAM, Long AE (2005) Influence of coarse aggregate on the permeation, durability and the microstructure characteristics of ordinary Portland cement concrete. Constr Build Mater 19:682–690

    Article  Google Scholar 

  • Bear LM, Morel SW (1960) The geology and mineral resources of the Agros – Akrotiri Area, 7th edn. Cyprus Geological Survey Department, Nicosia

    Google Scholar 

  • Beshr H, Almusallam AA, Maslehuddin M (2003) Effect of coarse aggregate quality on the mechanical properties of highstrength concrete. Constr Build Mater 17:97–103

    Article  Google Scholar 

  • Binici H, Yardim Y, Aksogan O, Resatoglu R, Dincer A, Karrpuz A (2020) Durability properties of concretes made with sand and cement size basalt. SM&T. https://doi.org/10.1016/j.susmat.2019.e00145

  • Brandes HG, Robinson CE (2006) Correlation of aggregate test parameters to hot mix asphalt pavement performance in Hawaii. Int J Transp Eng 132:86–95

    Article  Google Scholar 

  • Constantinou G, Panagides I (2013) Cyprus and Geology. Science - Environment- Culture (in Greek). Bank of Cyprus Cultural Foundation, Nicosia

  • Cuelho E, Mokwa R, Obert K (2007) Comparative analysis of coarse surfacing aggregate using Micro-Deval. Western Transportation Institute Montana State University, Collage of Engineering, L.A. Abrasion and Sodium Sulfate Soundness Tests

    Google Scholar 

  • Czinder B, Török Á (2019) Effects of long-term magnesium sulfate crystallisation tests on abrasion and durability of andesite aggregates. B Eng Geol Environ. https://doi.org/10.1007/s10064-019-01600-4

  • Danielsen S, Rueslatten H (1984) Feldspar and mica. Key minerals for fine aggregate quality. IAEG 30:215–219

    Google Scholar 

  • Duchesne J, Fournier B, Francoeur J (2018) Study of the deterioration of concrete incorporating sulfide-bearing aggregates. In: Basheer, PAM (ed) Sixth International Conference on Durability of Concrete Structures, Leeds, pp 273-280

  • European Committee for Standardization. EN 196-1 (2016) Methods of testsing cement - Part 1: Determination of strength. CEN, Brussels

  • European Committee for Standardization. EN 933-8 (2012+Α1:2015) Tests for the geometrical properties of aggregates - Part 8: Assessment of fines-Sand Equivalent test. CEN, Brussels

  • European Committee for Standardization. EN 933-9 (2009+A1:2013) Tests for the geometrical properties of aggregates - Part 9: Assessment of fines-Methylene blue test CEN, Brussels

  • European Committee for Standardization. EN 1015-2 (1999) Methods of test for mortar for masonry - Part 2: Bulk sampling of mortars and preparation of test mortars. CEN, Brussels

  • European Committee for Standardization. EN 1015-3 (1999) Methods of test for mortar for masonry - Part 3: Determination of consistence of fresh mortar (by flow table). CEN, Brussels

  • European Committee for Standardization. EN 1015-11 (1999) Methods of test for mortar for masonary - Part 11: Determination of flexural and compressive strength of hardened mortar. CEN, Brussels

  • European Committee for Standardization. EN 1097-1 (1996) Tests for mechanical and physical properties of aggregates. Part 1: Determination of the resistance to wear (Micro-Deval). CEN, Brussels

  • European Committee for Standardization. EN 1097-6 (2013) Tests for the mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption. CEN, Brussels

  • European Committee for Standardization. EN 1367-2 (2009) Tests for thermal and weathering properties of aggregates - Part 2: Magnesium Sulphate Test. CEN, Brussels

  • European Committee for Standardization. EN 12370 (1999) Natural stone test method-determination of resistance to salt crystallazation. CEN, Brussels

  • Espinosa-Marzal RM, Scherer GW (2010) Mechanisms of damage by salt. In: Smith BJ, Gomez-Heras M. Viles HA, Cassar J (eds) Limestone in the Built Environment: Present-day Challenges for the Preservation of the Past. Geological Society of London, London, pp 61-77

  • Forster S (1994) Soundness, deleterious substances, and coatings. In: Klieger P, Lamond J (eds) Significance of tests and properties of concrete and concrete-making materials. STP 169C. ASTM International, Philadelphia, pp 411-20

  • Fournari R, Ioannou I (2019) correlations between the properties of crushed fine aggregates. Minerals 9:86

  • Fowler DW, Allen JJ, Lang A, Range P (2006) The prediction of coarse aggregate performance by Micro–Deval and other aggregate test. Research Report ICAR 507-1F. International Center for Aggregates Research, Texas

  • Gillott JE (1980) Properties of aggregates affecting concrete in North America. Q J Eng Geol Hydroge 13:289–303

    Article  Google Scholar 

  • Grattan-Bellew PE (2000) Petrographic and technololical methods for evaluation of concrete aggregates. In: Ramachandran VS, Beaudoin JJ (eds) Handbook of analytical techniques in concrete science and technology: Principles, techniques and applications. Noyes Publications, New Jersey, pp 63–10

    Google Scholar 

  • Haach VG, Vasconcelos G, Lourenco PB (2011) Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars. Constr Build Mater 25:2980–2987

    Article  Google Scholar 

  • Hall C, Hoff WD (2012) Water transport in brick, stone, concrete. Spon Press, London

    Google Scholar 

  • Hanna AN (2003) Aggregate tests for portland cement concrete pavements: review and recommendations. Number 281. National Cooperative Highway Research Program

  • Haraldsson H (1984) Relations between petrography and the aggregate properties οf Icelandic rocks. IAEG 30:73–76

    Google Scholar 

  • Hasdemir S, Tugrul A, Yılmaz M (2016) The effect of natural sand composition on concrete strength. Constr Build Mater 112:940–948

    Article  Google Scholar 

  • Hossain MS, Lane DS, Schmidt BN (2007) Use of the Micro-Deval test for assessing the durability of Virginia aggregates. Final Report VTRC 07-R29. Virginia Transportation Research Council, Virginia

  • Huang Q, Zhu X, Xiong G, Wang C, Liu D, Zhao L (2021) Recycling of crushed waste clay brick as aggregates in cement mortars: An approach from macro- and micro-scale investigation. Constr. Build. Mater. 274(8):122068

    Article  Google Scholar 

  • Ioannou I, Fournari R, Petrou MF (2013) Testing the soundness of aggregates using different methodologies. Constr Build Mater 40:604–610

    Article  Google Scholar 

  • Kabir N, Aliyu S, Nasara MA, Chinade AU, Shehu A (2019) Characteristics of different type of coarse aggregate on properties of high performance concrete. SSM 2:88–96

    Google Scholar 

  • Kim YY, Lee KM, Bang JW, Kwon SJ (2014) Effect of w/c ratio on durability and porosity in cement mortar with constant cement amount. Adv.Mater.Sci.Eng . https://doi.org/10.1155/2014/273460

  • Kirthika SK, Surya M, Singh SK (2019) Effect of clay in alternative fine aggregates on performance of concrete. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2019.116811

  • Klieger P (1956) Maturity and the strength of concrete. Mag Concrete Res 8:169–183

    Article  Google Scholar 

  • Kondelchuk D, Miskovsky K (2009) Determination of the test methods sensitive to free mica content in aggregate fine fractions. J Mater Eng Perform 18:282–286

    Article  Google Scholar 

  • Korkanc M, Tugrul A (2004) Evaluation of selected basalts from Nigde, Turkey, as source of concrete aggregate. Eng Geol 75:291–307

    Article  Google Scholar 

  • Kosmatka SH, Kerkhoff B, Panarese WC (2003) Design and control of concrete mixtures, 14th edn. Portland Cement Association, USA

    Google Scholar 

  • Kozul R, Darwin D (1997) Effects of aggregate type, size, and content on concrete strength and fracture energy. SM Report No. 43. University of Kansas center for research, Kansas

  • Krishna GV, Dinesh A, Srinivasulu E (2016) Causes of concrete failure. Int. J. Adv. Technol. Eng. Sci 4:198–206

    Google Scholar 

  • Larrard F, Belloc A (1997) The influence of aggregate on the compressive strength of normal and high-strength concrete. ACI Mater J 94:417–425

    Google Scholar 

  • Lewis DW, Dolch WL (1955) Porosity and absorption. In: Gregg LE (ed) No.169. Significance of test and properties of concrete and concrete aggregates. ASTM International, Philadelphia, pp 303-13

  • Liu ZA, Zhou MK, Yao CK (2014) Relationship between methylene blue value of manufactured sand and mortar properties. Key Eng Mat 629-630:612–617

    Article  Google Scholar 

  • Li B, Zhou M, Wang J (2011) Effect of the methylene blue value of manufactured sand on the performance of concrete. J Adv Concr Technol 9:127–132

    Article  Google Scholar 

  • Lu J-X, Shen P, Zheng H, Zhan B, Ali HA, He P, Poon CS (2020) Synergetic recycling of waste glass and recycled aggregates in cement mortars: physical, durability and microstructure performance. Cem Concr Compos 113:103632

    Article  Google Scholar 

  • Lubelli B, Cnudde V, Diaz-Goncalves T, Franzoni E, van Hees RPJ, Ioannou I, Menendez B, Nunes C, Siedel H, Stefanidou M, Verges-Belmin V, Viles H (2018) Towards a more effective and reliable salt crystallization test for porous building materials: state of the art. Mater Struct. https://doi.org/10.1617/s11527-018-1180-5

  • Maza Μ, Naceri A, Zitouni S (2016) Physico-mechanical properties of mortar made with binary natural fine aggregates (dune sand and crushed sand) with and without chemical admixture. Asian J. Civ. Eng 17:663–682

    Google Scholar 

  • McKay WB (2015) McKay's building construction, reprinted edn. Routledge, New York

  • Mehta PK, Monteiro PJM (2013) Concrete. Microstructure, properties, and materials. 4th edn. The McGraw-Hill Companies, New York

  • Mindess S, Young JF (1981) Concrete. Prentice-Hall, New Jersey

    Google Scholar 

  • Muñoz J, Tejedor MI, Anderson MA, Cramer SM (2005) Effects of coarse aggregate clay-coatings on concrete performance. Report Νο. 01-G-002-01-4.2. University of Wisconsin-Madison Innovative Pavement Research Foundation, Wisconsin

  • Nayaju AB, Tamrakar NK (2019) Evaluation of fine aggregates from the Budhi Gandaki-Narayani River, central Nepal for mortar and concrete. J Nepal Geol Soc 58(Sp. Issue):69-81

  • Nehdi M (2014) Clay in cement-based materials: critical overview of state-of-the-art. Constr Build Mater 51:372–382

    Article  Google Scholar 

  • Neville AM (2011) Properties of concrete, 5th edn. Pearson Education Limited, Essex

    Google Scholar 

  • Neville AM, Brooks J (1993) Concrete technology, 2nd edn. Pearson Education Limited, Essex

    Google Scholar 

  • Norvell JK, Stewart JG, Juenger, Fowler DW (2007) Effect of clays and clay-sized particles on concrete. 15th annual symposium research papers. International Center for Aggregates Research, Texas

  • Petrounias P, Giannakopoulou PP, Rogkala A, Stamatis PM, Tsikouras B, Papoulis D, Lampropoulou P, Hatzipanagiotou K (2018a) The influence of alteration of aggregates on the quality of the concrete: a case study from serpentinites and andesites from central Macedonia (North Greece). Geosciences 8:115

    Article  Google Scholar 

  • Petrounias P, Giannakopoulou PP, Rogkala A, Stamatis PM, Lampropoulou P, Tsikouras B, Hatzipanagiotou K (2018b) The effect of petrographic characteristics and physico-mechanical properties of aggregates on the quality of concrete. Minerals 8:577

    Article  Google Scholar 

  • Petrounias P, Giannakopoulou PP, Rogkala A, Lampropoulou P, Koutsopoulou E, Papoulis D, Tsikouras B, Hatzipanagiotou K (2018c) The impact of secondary phyllosilicate minerals on the engineering properties of various igneous aggregates from Greece. Minerals 8:329

    Article  Google Scholar 

  • Petrounias P, Giannakopoulou PP, Rogkala A, Lampropoulou P, Tsikouras B, Rigopoulos I, Hatzipanagiotou K (2019) Petrographic and mechanical characteristics of concrete produced by different type of recycled materials. Geosciences 9:264

    Article  Google Scholar 

  • Popovics S (1992) Concrete materials: properties, specifications and testing, 2nd edn. Noeys Publications, New Jersey

    Google Scholar 

  • Richardson C, Cann J, Richards H, Cowan J (1987) Metal-depleted root zones of the Troodos ore-forming hydrothermal systems, Cyprus. Earth Planetary Sc Lett 84:243–253

    Article  Google Scholar 

  • Rigopoulos I, Tsikouras B, Pomonis P, Hatzipanagiotou K (2010) The influence of alteration on the engineering properties of dolerites: the examples from the Pindos and Vourinos ophiolites (northern Greece). Int J Rock Mech Min 47:69–80

    Article  Google Scholar 

  • Rogers C (1998) Canadian experience with the microDeval test for aggregates. In: Latham JP (ed) Advances in Aggregates and Armourstone Evaluation. Geological Society of London, London, pp 139–148

    Google Scholar 

  • Rogers CA, Lane BC, Senior SA (2003) The Micro-Deval abrasion test for coarse and fine aggregate in asphalt pavement. In: International Center for Aggregates Research 11th Annual Symposium: Aggregates - Asphalt Concrete, Bases and Fines, Texas

  • Ruedrich J, Siegesmund S (2007) Salt and ice crystallisation in porous sandstones. Environ Geol 52:225–249

    Article  Google Scholar 

  • Santos AR, Veiga MR, Santos Silva A, de Brito J (2020) Microstructure as a critical factor of cement mortars’ behaviour: the effect of aggregates’ properties. Cement Concrete Comp. https://doi.org/10.1016/j.cemconcomp.2020.103628

  • Sarkar SL, Aimin X, Jana D (2001) Scanning electron microscopy, X-ray microanalysis of concretes. In: Ramachandran VS, Beaudoin JJ (eds) Handbook of Analytical Techniques in Concrete Science and Technology: Principles. Techniques and Applications. Noyes Publications, New Jersey, pp 231–274

    Chapter  Google Scholar 

  • Sengul Ö, Tasdemir C, Tasdemir MA (2002) Influence of aggregate type on mechanical behavior of normal and high-strength concretes. ACI Mater J 99:528–533

    Google Scholar 

  • Sims I, Brown B (1988) Concrete aggregates. In: Hewlett P (ed) Lea's chemistry of cement and concrete, 4th edn. Butterworth-Heinemann, Oxford, pp 907–1015

    Google Scholar 

  • Smith MR, Collis L (2001) Aggregates: sand, gravel and crushed rock aggregates for construction purposes. Geological Society of London, Eng Geol SP, London

    Google Scholar 

  • Stewart JG, Norvell JK, Juenger FDW (2007) Influence of microfine aggregate characteristics on concrete performance. J Mater Civil Eng 19:957–964

    Article  Google Scholar 

  • Theodoridou M, Charalambous E, Maravelakii-Kalaitzaki P, Ioannou I (2016) Amelioration of crushed brick - lime composites using nano-additives. Cement Concrete Comp 68:77–87

    Article  Google Scholar 

  • Thomas MDA, Forriald KJ (2007) Concrete aggregates and the durability of concrete. In: Page CL, Page MM (eds) Durability of concrete and cement composites, 1st edn. CRC, Cambridge, pp 247–281

    Chapter  Google Scholar 

  • Troxell GE, Davis HE (1956) Composition and properties of concrete. McGraw-Hill, New York

    Google Scholar 

  • Tugrul A, Hasdemir S, Yılma M (2015) The effect of feldspar, mica and clay minerals on compressive strength of mortar. In: Lollino G et al (eds) Engineering Geology for Society and Territory – Volume 5. Springer International Publishing, Switzerland, pp 93–96

    Chapter  Google Scholar 

  • Tugrul A, Yilmaz M (2012) Assessing the quality of sandstones for use as aggregate in concrete. Mag Concrete Res 64:1067–1078

    Article  Google Scholar 

  • Vandhiyan R, Vijay TJ, Manoj Kumar M (2020) Effect of fine aggregate properties on cement mortar strength. Mater Today: Proceedings. https://doi.org/10.1016/j.matpr.2020.07.498

  • Velde B (1992) Introduction to clay minerals: chemistry, origins, uses and environmental significance. Springer, Netherlands

    Book  Google Scholar 

  • Westerholm M, Lagerblad B, Silfwerbrand J, Forssberg E (2008) Influence of fine aggregate characteristics on the rheological properties of mortars. Cement Concrete Comp 30:274–282

    Article  Google Scholar 

  • Wong GS (2006) Petrographic evaluation of concrete aggregates. In: Lamond JF, Pielert JH (eds) Significance of tests and properties of concrete and concrete-making materials ASTM STP 169D. ASTM International, Bridgeport, pp 377–400

    Chapter  Google Scholar 

  • Wu Y, Parker, Kandhal K (1998) Aggregate toughness/abrasion resistance and durability/soundness tests related to asphalt concrete performance in pavements. Report No. 98-4. NCAT, Transportation Research Board, National Research Council, Washington

  • Yılmaz M, Tugrul A (2012) The effects of different sandstone aggregates on concrete strength. Constr Build Mater 35:294–303

    Article  Google Scholar 

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Acknowledgements

The authors would like to thank the Cyprus Ministry of Interior for funding this research and the Geological Survey Department for providing the test samples.

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Fournari, R., Ioannou, I. & Rigopoulos, I. The influence of ophiolitic crushed fine aggregate properties on the performance of cement mortars. Bull Eng Geol Environ 80, 8903–8920 (2021). https://doi.org/10.1007/s10064-021-02195-5

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