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Erschienen in:
Evaluation of the Non-destructive Character of the Stiffness Damage Test for Damage Assessment of Concrete Structures Affected by Alkali-Silica Reaction Using Acoustic Emission Kapitel lesen Erstes Kapitel lesen

2024 | OriginalPaper | Buchkapitel

Evaluating Alkali-Silica Reaction in Low Cement Content Eco-Efficient Concrete Mixtures Through Concrete Prism Test

verfasst von : M. T. De Grazia, C. Trottier, L. F. M. Sanchez

Erschienen in: Proceedings of the 17th International Conference on Alkali-Aggregate Reaction in Concrete

Verlag: Springer Nature Switzerland

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Abstract

The concrete industry’s NetZero 2050 roadmaps emphasizes the need of producing eco-efficient concrete where optimization of the concrete’s mix-design and decreasing cement content are among the available options to reduce CO2 emissions by 30%. Previous research has shown suitable performance in the fresh and short-term hardened states of eco-efficient mixtures when mix-designed through particle packing models; however, evaluation of the long-term performance in terms of alkali silica reaction (ASR) remains necessary. This study thus evaluates the expansion and damage due to ASR of two eco-efficient mixtures with two cement contents (325 and 250 kg/m3) in comparison to the standard conventional concrete made with 420 kg/m3 of cement. Overall expansion is governed by the total alkali content, where the eco-efficient mixtures achieved expansion levels of 0.47% and 0.18%, respectively, compared to the control mixture at 0.55%.

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Vorheriges Kapitel Appraisal of the ASR-Induced Development in Recycled Concrete Incorporating a Highly Reactive Coarse Aggregate Through Advanced Imaging Techniques
Nächstes Kapitel Assessing Alkali-Silica Reaction Performance in Eco-Efficient Concrete: Influence of Alkali Boosting
Literatur
1.
2.
3.
Limbachiya, M., Bostanci, S.C., Kew, H.: Suitability of BS EN 197-1 CEM II and CEM V cement for production of low carbon concrete. Comput. Chem. Eng. 71, 397–405 (2014)
4.
Scrivener, K., Martirena, F., Bishnoi, S., Maity, S.: Calcined clay limestone cements (LC3). Cem. Concr. Res. 114, 49–56 (2018)CrossRef
5.
Ruan, S., Unluer, C.: Influence of supplementary cementitious materials on the performance and environmental impacts of reactive magnesia cement concrete. J. Clean. Prod. 159, 62–73 (2017)CrossRef
6.
de Matos, P.R., Sakata, R.D., Prudêncio, L.R.: Eco-efficient low binder high-performance self-compacting concretes. Constr. Build. Mater. 225, 941–955 (2019)CrossRef
7.
Juenger, M.C.G., Siddique, R.: Recent advances in understanding the role of supplementary cementitious materials in concrete. Cem. Concr. Res. 78, 71–80 (2015)CrossRef
8.
Pacheco Torgal, F., Miraldo, S., Labrincha, J.A., De Brito, J.: An overview on concrete carbonation in the context of eco-efficient construction: evaluation, use of SCMs and/or RAC. Constr. Build. Mater. 36, 141–150 (2012)CrossRef
9.
Di Filippo, J., Karpman, J., Deshazo, J.R., Di, F.J., Karpman, J., Deshazo, J.R.: The impacts of policies to reduce CO2 emissions within the concrete supply chain. Cem. Concr. Compos. 101, 67–82 (2019)CrossRef
10.
John, V.M., Damineli, B.L., Quattrone, M., Pileggi, R.G.: Fillers in cementitious materials — experience, recent advances and future potential. Cem. Concr. Res. 114, 65–78 (2018)CrossRef
11.
Gray, D.L.: Decrease in fly ash spurring innovation within construction materials industry. Nat. Gas Electr. 35, 23–29 (2019)CrossRef
12.
Ghafari, E., Ghahari, S., Feys, D., Khayat, K., Baig, A., Ferron, R.: Admixture compatibility with natural supplementary cementitious materials. Cem. Concr. Compos. 112, 103683 (2020)CrossRef
13.
Miller, S.A., John, V.M., Pacca, S.A., Horvath, A.: Carbon dioxide reduction potential in the global cement industry by 2050. Cem. Concr. Res. 114, 115–124 (2018)CrossRef
14.
Mangulkar, M.N., Jamkar, S.S.: Review of particle packing theories used for concrete mix proportioning. Int. J. Sci. Eng. Res. 4, 143–148 (2013)
15.
Fennis, S.A.A.M., Walraven, J.C.: Using particle packing technology for sustainable concrete mixture design. Heron 57, 73–101 (2012)
16.
17.
Kumar, S., Santhanam, M., Kunar, S., Santhanam, M.: Particle packing theories and their application in concrete mixture proportioning: a review. Indian Concr. J. 77, 1324–1331 (2003)
18.
Dinger, D., Funk, J.: Predictive Process Control of Crowded Particulate Suspensions, 1st edn. New York (1994)
19.
Goltermann, P., Johansen, V., Palbøl, L.: Packing of aggregates: an alternative tool to determine the optimal aggregate mix. ACI Mater. J. 94, 435–442 (1997)
20.
Mehdipour, I., Khayat, K.H.: Understanding the role of particle packing characteristics in rheo- physical properties of cementitious suspensions: a literature review. Constr. Build. Mater. 161, 340–353 (2018)CrossRef
21.
Yu, R., Spiesz, P., Brouwers, H.J.H.: Mix design and properties assessment of ultra-high performance fibre reinforced concrete (UHPFRC). Cem. Concr. Res. 56, 29–39 (2014)CrossRef
22.
Juhart, J., David, G.A., Saade, M.R.M., Baldermann, C., Passer, A., Mittermayr, F.: Functional and environmental performance optimization of Portland cement-based materials by combined mineral fillers. Cem. Concr. Res. 122, 157–178 (2019)CrossRef
23.
Yousuf, S., Sanchez, L.F.M., Shammeh, S.A.: The use of particle packing models (PPMs) to design structural low cement concrete as an alternative for construction industry. J. Build. Eng. 25, 100815 (2019)CrossRef
24.
A23.2-14A C, A23.1-14/A23.2-14: Potential expansivity of aggregates (procedure for length change due to alkali-aggregate reaction in concrete prisms at 38 oC). 690 (2014)
25.
26.
Berube, M.-A., Frenette, J.: Testing concrete for AAR in NaOH and NaCl solutions at 38°C and 80°C. Cem. Concr. Compos. 16, 189–198 (1994)CrossRef
27.
Einarsdottir, S.U., Douglas Hooton, R.: Modifications to ASTM C1293 that allow testing of low-Alkali binder systems. ACI Mater. J. 115, 739–747 (2018)
28.
Rivard, P., Bérubé, M.A., Ollivier, J.P., Ballivy, G.: Decrease of pore solution alkalinity in concrete tested for alkali-silica reaction. Mater. Struct. Constr. 40, 909–921 (2007)CrossRef
29.
de Grazia, M.T., Sanchez, L.F.M., Romano, R.C.O., et al.: Investigation of the use of continuous particle packing models (PPMs) on the fresh and hardened properties of low-cement concrete (LCC) systems. Constr. Build. Mater. 195, 524–536 (2019)
30.
Villeneuve, V., Fournier, B.: Determination of the damage in concrete affected by ASR–the damage rating index (DRI). In: 14th International Conference on Alkali-Aggregate Reaction in Concrete, Austin (Texas), p electronic (2012)
31.
Sanchez, L., Fournier, B., Jolin, M., Mitchell, D., Bastien, J.: Overall assessment of Alkali-Aggregate Reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures. Cem. Concr. Res. 93, 17–31 (2017)CrossRef
Metadaten
Titel
Evaluating Alkali-Silica Reaction in Low Cement Content Eco-Efficient Concrete Mixtures Through Concrete Prism Test
verfasst von
M. T. De Grazia
C. Trottier
L. F. M. Sanchez
Copyright-Jahr
2024
Buch
Proceedings of the 17th International Conference on Alkali-Aggregate Reaction in Concrete

Print ISBN: 978-3-031-59348-2

Electronic ISBN: 978-3-031-59349-9

Copyright-Jahr: 2024

DOI
https://doi.org/10.1007/978-3-031-59349-9_77