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Trends of enrichment of free mica grains in crushed rock aggregates

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Abstract

The paper reports a study of the behaviour of free mica grains in crushed rock aggregates of metamorphic origin undertaken to identify any typical trends of enrichment with grain size. The mineralogical composition of the various grain size fractions was obtained using a polarizing microscope and point counting. Two general trends of enrichment of mica are presented: Type I (isotropic source rock) and Type A (anisotropic source rock). Type I is associated with a general increase in free mica towards the finer fraction, with or without a peak for “coarser” grain fractions. Type A is associated with an increase in free mica up to a certain grain fraction, after which there is a decrease with progressively smaller grain size.

Résumé

L’article présente une étude sur l’importance des grains de micas libres dans des granulats de roches métamorphiques concassées, en fonction de la taille des grains. La composition minéralogique des diverses fractions granulométriques a été déterminée au microscope polarisant, utilisant le compteur de points. Deux tendances générales relatives à l’enrichissement en grains de micas libres sont apparues: Le type I (roches initiale isotrope) et le type A (roches initiale anisotrope). Le type I présente une augmentation générale des micas libres dans les fractions les plus fines, avec ou sans pic pour les fractions les plus grossières. Le type A présente, pour des tailles de grains décroissantes, une augmentation des micas libres jusqu’à une certaine taille de grains, après quoi apparaît une diminution de micas libres pour les plus petites tailles de grains.

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References

  • “Bestämning av glimmerhalt i materialets finfraktion” (2002) VVMB 613, VV Publ nr 2001:100, Swedish Road Administration, Borlänge, 6 p (in Swedish). http://www.vv.se/filer/publikationer/mb613.pdf

  • Delvigne JE (1998) Atlas of micromorphology of mineral alteration and weathering. The Canadian Mineralogist, special publication 3, 494 pp

  • Ekblad J (2007) Influence of water on coarse granular road material properties. Doctoral thesis in highway engineering, Royal Institute of Technology, Stockholm, Sweden

  • Gillespie MR, Styles MT (1999) BGS rock classification scheme, vol 1, classification of igneous rocks, 2nd edn. British Geological Survey Research Report, RR 99-06

  • Hakim H, Said S (2003) Glimmer i bitumenbundna beläggningar—Inverkan av fina, fria glimmerkorn. VTI notat 8-2003, Linköping (in Swedish)

  • Hedström H (1908) Om Sveriges natruliga byggnads- och ornamentstenar. Sveriges geologiska undersökning, årsbok 2 nr 1 (in Swedish)

  • Hyyppä JMI (1964) The influence of the quality of mineral aggregates upon the optimum binder content of asphalt concrete pavements, as determined by Hveem’s CKE method. The State Institute for Technical Research, Publication 88, Finland

  • Höbeda P (1987) Glimmer i vägmaterial—Inverkan på egenskaper och analysmetoder för glimmerhalt. VTI meddelande 527, Linköping, Sweden (in Swedish)

  • Johansson E, Miskovsky K, Loorents K-J, Löfgren O (2008) A method for estimation of free mica particles in aggregate fine fraction by image analysis of grain mounts. J Mater Eng Perform ASM Int 17(2):250–253

    Article  Google Scholar 

  • Lagerblad B (2005) Krossat berg som ballast till Betong, Slutrapport. MinBas projekt nr 2,2 Framtida betong—Delprojekt 2,23 Utnyttjande av alternativa typer av ballast i betong. MinBas Område 2 Rapport 2:19, Stockholm (in Swedish)

  • Loorents K-J, Johansson E, Arvidsson H (2007) Free mica grains in crushed rock aggregates. Bull Eng Geol Environ 66(4):441–447

    Article  Google Scholar 

  • Miskovsky K (2004) Enrichment of fine mica originating from rock aggregate production and its influence on the mechanical properties of bituminous mixtures. J Mater Eng Perform ASM Int 13(5):607–611

    Article  Google Scholar 

  • Nesse WD (2004) Introduction to optical mineralogy. Oxford University Press, New York, 348 pp

  • Nieminen P, Uusinoka R (1986) Influence of quality of fine fractions on engineering geological properties of crushed aggregate. Bulletin of the International Association of Engineering Geology, No 33, Paris

  • Passchier CW, Trouw RAJ (1996) Microtectonics. Springer, New York, 289 pp

  • Robertson S (1999) BGS rock classification scheme, vol 2, classification of metamorphic rocks. British Geological Survey Research Report, RR 99-02

  • Rosenqvist ITH (1943) Petrografi og vegbyggning. Statens vegvesen, Oslo, Meddelelse Nr 2 (in Norwegian)

  • Schlyter R (1928) Metoder för och resultat av bergartsprovningar för vägändamål. Svenska väginstitutet, Stockholm, meddelande 8 (in Swedish)

  • Sims I, Nixon P (eds) (2003) RILEM recommended test method AAR-1: detection of potential alkali-reactivity of aggregates—petrographic method. Mater Struct/Matériaux Constr 36:480–496

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Acknowledgments

The Swedish Road Administration and the Swedish National Road and Transport Research Institute funded this work. The authors express their gratitude to Safwat Said for valuable comments and Håkan Arvidsson for technical assistance.

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Correspondence to Karl-Johan Loorents.

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Loorents, KJ., Kondelchuk, D. Trends of enrichment of free mica grains in crushed rock aggregates. Bull Eng Geol Environ 68, 89–96 (2009). https://doi.org/10.1007/s10064-008-0181-y

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