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Effect of lithium nitrate on the reaction between opal aggregate and sodium and potassium hydroxides in concrete over a long period of time

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Alkali-silica reaction (ASR) is a reaction between amorphous or poorly crystallized siliceous phase, present in aggregates, and sodium and potassium hydroxides in the pore solution of concrete. Chemical admixtures such as lithium compounds are known to have high potential of inhibiting ASR. The aim of this study was to determine the effect of lithium nitrate on ASR in mortars containing high reactive opal aggregate over a long period of time. Mortar bar expansion tests were performed and microstructures of mortar bars were observed by scanning electron microscopy coupled with an energy dispersive X-ray microanalyser. Results from this study showed that effectiveness of lithium nitrate in mitigating ASR was limited over a long period of time. A larger amount of ASR gel which was formed in the presence of lithium nitrate indicated that the deterioration processes intensify within longer periods of time, which so far has not been observed in literature. Microscopic observation confirmed the presence of alkali-silica gel and delayed ettringite in mortars with lithium nitrate.
Rocznik
Strony
773--778
Opis fizyczny
Bibliogr. 37 poz., rys., tab., wykr.
Twórcy
  • Kielce University of Technology
autor
  • Kielce University of Technology
Bibliografia
  • [1] Z. Owsiak, J. Zapała-Sławeta, and P. Czapik, “Diagnosis of concrete structures distress due to alkali-aggregate reaction”, Bull. Pol. Ac.: Tech. 63 (1), 23‒29 (2015).
  • [2] Z. Owsiak and P. Czapik, “Interfacial transition zone of cement paste-reactive aggregate in cement-zeolite mortars”, Bull. Pol. Ac.: Tech. 63(1), 31‒34 (2015).
  • [3] W. Drożdż and Z. Giergiczny, “Badanie reakcji alkalicznej ASR w betonie z cementów zawierających popiół lotny wapienny”, Corros. Prot. 6, 216‒219 (2014).
  • [4] Z. Owsiak and A. Mazur, “Effect of chalcedony dust on ASR in mortars of reactive aggregate”, Procedia Eng. 108, 475‒480 (2015).
  • [5] J. Zapała-Sławeta, “The influence of lithium compounds on alkali-aggregate reaction in concrete”, PhD thesis, Kielce University of Technology, Kielce, 2015.
  • [6] B. Durand, “More results about the use of lithium salts and mineral admixtures to inhibit ASR in concrete”, Proc. 11th ICAAR, Quebec, Canada, 623–632 (2000).
  • [7] J. Zapała-Sławeta and Z. Owsiak, “The role of lithium compounds in mitigating alkali-gravel aggregate reaction”, Constr. Build. Mater. 115, 299‒303 (2016).
  • [8] X. Feng, M.D.A. Thomas, T.W. Bremner, B.J. Balcom, and K.J. Folliard, “Studies on lithium salts to mitigate ASR-induced expansion in new concrete: a critical review”, Cem. Concr. Res. 35 (9), 1789–1796 (2005).
  • [9] C.L. Collins, J.H. Ideker, G.S. Willis, and K.E. Kurtis, “Examination of the effects of LiOH, LiCl, and LiNO3 on alkali–silica reaction”, Cem. Concr. Res. 34, 1403–1415 (2004).
  • [10] M.S. Islam, “Performance of Nevada’s aggregate on alkali-aggregate reactivity of in Portland cement concrete” UNLV Theses, Dissertations, Professional Papers, and Capstones, University of Nevada, Las Vegas, 243, 2010.
  • [11] W.J. McCoy and A.G. Caldwell, “New approach in inhibiting alkali-aggregate expansion”, ACI Mater. J. 22 (9), 693–706 (1951).
  • [12] X. Feng, “Effects and mechanism of lithium nitrate on controlling alkali-silica reaction”, University of New Brunswick, Canada, 2008.
  • [13] C. Tremblay, M.A. Bérubé, B. Fournier, M.D. Thomas, K.J. Folliard, and P.C. Nkinamubanz, “Use of the accelerated mortar bar test to evaluate the effectiveness of LiNO3 against alkali-silica reaction – Part 2: Comparison with results from the concrete prism test”, J. ASTM Int. 5 (8), 1‒21 (2008).
  • [14] X. Mo and B. Fournier, “Investigation of structural properties associated with alkali–silica reaction by means of macro- and micro-structural analysis”, Mater. Charact. 58, 179–189 (2007).
  • [15] Z. Owsiak and J. Zapała-Sławeta, “The lithium nitrate effect on the concrete expansion caused by alkali-silica reaction in concrete of gravel aggregate”, Cement Lime Concrete 20 (1), 25‒31 (2015).
  • [16] A. Leemann, L. Lörtscher, L. Bernard, G.Le Saout, B. Lothenbach, and R.M. Espinosa-Marzal, “Mitigation of ASR by the use of LiNO3 – Characterization of the reaction products”, Cem. Concr. Res. 59, 73–86 (2014).
  • [17] H. Bouzabata, S. Multon, A. Sellier, and H. Houari, “Swellings due to alkali-silica reaction and delayed ettringite formation: Characterisation of expansion isotropy and effect of moisture conditions”, Cem. Concr. Compos. 34, 349–356 (2012).
  • [18] Z. Owsiak, “The effect of delayed ettriringite formation and alkali-silica reaction on concrete microstructure”. Ceram.-Silik. 54(3) 277‒283 (2010).
  • [19] A. Shayan and G.W. Quick, “Alkali-aggregate reaction in concrete railway sleepers from Finland”, Proc. 16th ICMA, Duncanville, Texas, 69–79 (1994).
  • [20] R.E. Oberholster, H. Maree, and J.H.B. Brand, “Cracked Prestressed Concrete Railway Sleepers: Alkali-Silica Reaction or Delayed Ettringite Formation”, Proc. 9th ICAAR, London, UK, 739‒749 (1992).
  • [21] A. Shayan and G.W. Quick, “Microscopic features of cracked and uncracked concrete railway sleepers”, ACI Mater. J. 89 (4), 348–361 (1992).
  • [22] S. Sahu and N. Thaulow, “Delayed ettringite formation in Swedish concrete railroad ties”, Cem. Concr. Res. 34 (9), 1675–1681 (2004).
  • [23] K. Maa, G. Longa, and Y. Xie, “A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF”, Case Stud. Constr. Mater. 6, 63–71 (2017).
  • [24] S. Diamond and S. Ong, “Combined effects of alkali silica reaction and secondary ettringite deposition in steam cured mortars”, Ceram. Trans. 40, 79–90 (1994).
  • [25] Z. Owsiak, “Alkali-aggregate reaction in concrete containing high-alkali cement and granite aggregate”, Cem. Concr. Res. 34, 7–11 (2004).
  • [26] P.W. Brown and J.V. Bothe, “The stability of ettringite”, Adv. Cem. Res. 5 (18), 47–63 (1993).
  • [27] Z. Owsiak, “The importance of ettringite accompanying the alkali-aggregate reaction in several-year-old mortars”, Cement Lime Concrete 74, 40‒46 (2007).
  • [28] S.O. Ekolu, M.D.A. Thomas, and R.D. Hooton, “Dual effectiveness of lithium salt in controlling both delayed ettringite formation and ASR in concretes”, Cem. Concr. Res. 37, 942–947 (2007).
  • [29] A. Santos Silva, M. Salta, M.E. Melo Jorge, M.P. Rodrigues, and A.F. Cristino, “Research on the suppression expansion due to ASR. Effect of coatings and lithium nitrate”, Proc. 13th ICAAR, Trondheim, Norway, 1250‒1259, (2008).
  • [30] ASTM C 227 – 10 Standard Test Method for Potential Alkali Reactivity of Cement – Aggregate Combinations (Mortar-Bar Method).
  • [31] Z. Owsiak and J. Zapała-Sławeta, “The effect of lithium nitrate on the alkaline reactivity of opal”, Proc. 10th TRANSCOM, Zilina, Slovak Republic, 233‒236 (2013).
  • [32] K. Afshinnia and A. Poursaee, “The potential of ground clay brick to mitigate Alkali–Silica Reaction in mortar prepared with highly reactive aggregate”, Constr. Build. Mater. 95, 164–170 (2015).
  • [33] A. Leemann, G.L. Saout, F. Winnefeld, D. Rentsch, and B. Lothenbach, “Alkali-silica reaction: the influence of calcium on silica dissolution and the formation of reaction products,” J. Am. Ceram. Soc. 94 (4), 1243‒1249 (2011).
  • [34] P.E. Grattan-Bellew, Discussion of paper “Alkali-aggregate reaction in concrete containing high-alkali cement and granite aggregate” by Z. Owsiak, Cem. Concr. Res. 35, 1868–1869 (2005).
  • [35] Z. Owsiak, Internal Corrosion of Concrete, Kielce University of Technology, Kielce, 2015.
  • [36] C. Fammy, K.L. Scrivener, A. Atkinson, and A.R. Brough, “Influence of the storage conditions on the dimensional changes of heat-cured mortars”, Cem. Concr. Res. 31(5), 795‒803 (2001).
  • [37] W. Kurdowski and H. Szeląg, “Concrete destruction caused by delayed ettringite formation”, XXV Conference of Structural Failures, 1119‒1126 (2011).
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f764743e-fa89-4d39-a12e-05a425ae9c61
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