Abstract
The basic objective of this work is to evaluate the durability of self-compacting concrete (SCC) produced in binary and ternary mixes using fly ash (FA) and limestone filler (LF) as partial replacement of cement. The main characteristics that set SCC apart from conventional concrete (fundamentally its fresh state behaviour) essentially depend on the greater or lesser content of various constituents, namely: greater mortar volume (more ultrafine material in the form of cement and mineral additions); proper control of the maximum size of the coarse aggregate; use of admixtures such as superplasticizers. Significant amounts of mineral additions are thus incorporated to partially replace cement, in order to improve the workability of the concrete. These mineral additions necessarily affect the concrete’s microstructure and its durability. Therefore, notwithstanding the many well-documented and acknowledged advantages of SCC, a better understanding its behaviour is still required, in particular when its composition includes significant amounts of mineral additions. An ambitious working plan was devised: first, the SCC’s microstructure was studied and characterized and afterwards the main transport and degradation mechanisms of the SCC produced were studied and characterized by means of SEM image analysis, chloride migration, electrical resistivity, and carbonation tests. It was then possible to draw conclusions about the SCC’s durability. The properties studied are strongly affected by the type and content of the additions. Also, the use of ternary mixes proved to be extremely favourable, confirming the expected beneficial effect of the synergy between LF and FA.
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Silva PR, de Brito J (2015) Experimental study of the porosity and microstructure of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler. Constr Build Mater 86:101–112
Poppe AM, Schutter G (2005) Cement hydration in the presence of high filler contents. Cem Concr Res 35(12):2290–2299
Bouasker M, Mounanga P, Turcry P, Loukili A, Khelidj A (2008) Chemical shrinkage of cement pastes and mortars at very early age: effect of limestone filler and granular inclusions. Cem Concr Compos 30(1):13–22
Uysal M, Yilmaz K (2011) Effect of mineral admixtures on properties of self-compacting concrete. Cem Concr Compos 33(7):771–776
Khayat KH, Kamal H, Assaad J, Daczko J (2004) Comparison of field-oriented test methods to assess dynamic stability of self-consolidating concrete. ACI Mater J 101(2):168–172
Taha MMR, Grahn R, Hays J, Reinhart AK (2011) Examining short and long term properties of self-consolidating concrete (SCC). Report No. NM09MSC-02. University of New Mexico, Department of Civil Engineering, sponsored by New Mexico Department of Transportation (NMDOT) Research Bureau, Albuquerque
Lothenbach B, Scrivener K, Hooton RD (2011) Supplementary cementitious materials. Cem Concr Res 41:1244–1256
Neville AM (1995) Properties of concrete, 4th edn. Pearson, England. ISBN 978-0-582-23070-5
RILEM Report 7 (1991) Fly ash in concrete, properties and performance. In: Wesche K (ed) Report of technical committee 67-FAB use of fly ash in building. RILEM Publications, Bagneux. ISBN: 0-203-62641-9
De Weerdt K, Kjellsen KO, Sellevold EJ, Justnes H (2011) Synergy between fly ash and limestone powder in ternary cements. Cem Concr Compos 33(1):30–38
NP EN 197-1, A3 (2008) Cement, part 1: composition, specifications and conformity criteria for common cements. IPQ, Lisbon
NP EN 450-1, A1 (2008) Fly ash for concrete, part 1: definition, specifications and conformity criteria. IPQ, Lisbon
NP EN 450-2 (2006) Fly ash for concrete, part 2: conformity evaluation. IPQ, Lisbon
LNEC E 466 (2005) Limestone fillers for hydraulic binders. National Laboratory for Civil Engineering, Lisbon
NP EN 12620 (2010) Aggregates for concrete. IPQ, Lisbon
NP EN 934-1 (2008) Admixtures for concrete, mortar and grout, part 1: common requirements. IPQ, Lisbon
NP EN 934-2 (2009) Admixtures for concrete, mortar and grout, part 2: concrete admixtures, definitions, requirements, conformity, marking and labelling. IPQ, Lisbon
NP EN 1008 (2003) Mixing water for concrete, specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete. IPQ, Lisbon
NP EN 206-9, Concrete (2010) Part 9: additional rules for self-compacting concrete (SCC). IPQ, Lisbon
Nepomuceno M, Oliveira L (2008) Parameters for self-compacting concrete mortar phase. ACI Mater J SP253-21:323–340
Silva P, de Brito J, Costa J (2011) Viability of two new mix design methodologies for SCC. ACI Mater J 108(6):579–588
Beaudoin JJ, Marchand J (2001) Pore structure, chap 14. In: Ramachandran VS, Beaudouin JJ (eds) Handbook of analytical techniques in concrete science and technology. Noyes Publications, Park Ridge, pp 528–628. ISBN 0-8155-1437-9
NT Build 492 (1999) Concrete, mortar and cement-based repair materials: chloride migration coefficient from non-steady-state migration experiments. Nordtest, Espoo
LNEC E 463 (2004) Concrete, Determination of diffusion coefficient of chlorides from nom-steady-state migration test. National Laboratory for Civil Engineering, Lisbon
Luping T, Nilsson L, Basheer PA (2012) Resistance of concrete to chloride ingress testing and modelling. CRC Press, Taylor Francis Group, U.S., Boca Raton. ISBN: 978-0-203-88241-2
Luping T (2005) Guidelines for practical use of methods for testing the resistance of concrete to chloride ingress, EU-Project CHLORTEST (EU funded research Project under 5FP GROWTH programme). SP Swedish National, Testing and Research Institute, Boras
DURAR (2000) Thematic network XV.B durability of rebars. Manual for inspecting, evaluating and diagnosing corrosion in reinforced concrete structures. CYTED, Ibero-American Program Science and Technology for Development, Subprogram XV, Corrosion/Environmental Impact on Materials. ISBN: 980-296-541-3
Polder R (2000) Test methods for on-site measurement of resistivity of concrete, RILEM TC 154-EMC: electrochemical techniques for measuring metallic corrosion. Mater Struct 33:603–611
LNEC E 391 (1993) Concrete, Determination of carbonation resistance. National Laboratory for Civil Engineering, Lisbon
CPC-18 (1988) Measurement of hardened concrete carbonation depth. RILEM recommendation. Mater Struct 21(6):435–455
Silva PR, de Brito J (2013) Evaluation of porosity in self-compacting concrete (SCC) produced with fly ash (FA) and limestone filler (LF). In: Roussel N, Bessaies-Bey H (eds) Rheology and processing of construction materials – 7th RILEM international conference on self-compacting concrete and 1st RILEM international conference on rheology and processing of construction materials (RILEM PRO 90), 2013, pp 293–300
Diamond S (1999) Aspects of concrete porosity revisited. Cem Concr Res 29(8):1181–1188
Diamond S (2004) The microstructure of cement paste and concrete: a visual primer. Cem Concr Compos 26(8):919–933
Zhu W, Bartos PJM (2003) Permeation properties of self-compacting concrete. Cem Concr Res 33(6):921–926
Audenaert K, Boel V, Schutter G (2005) Chloride penetration in self-compacting concrete by cyclic immersion. In: Proceedings of SCC2005, China, May 2005, RILEM PRO 42, pp 355–362
LNEC E 464 (2007) Concrete, prescriptive methodology for a design working life of 50 and of 100 years under the environmental exposure (in Portuguese). National Laboratory for Civil Engineering, Lisbon
NP EN 206-1 (2007) Concrete, part 1: specification, performance, production and conformity (in Portuguese). IPQ, Lisbon
Silva PR, de Brito J (2013) Experimental study on chloride migration coefficients of SCC with binary and ternary mixtures of fly ash and limestone filler. In: UKIERI Concrete Congress: Innovations in Concrete Construction, Jalandhar (Punjab), India. National Institute of Technology, Engineering College, 5–8 March 2013, pp 905–918
Dinakar P, Babu KG, Santhanam M (2008) Durability properties of high volume fly ash self-compacting concretes. Cem Concr Compos 30(10):880–886
Sengul O, Gjørv OE (2008) Electrical resistivity measurements for quality control during concrete construction. ACI Mater J 105(6):541–547
Hornbostel K, Larsen CK, Geiker MR (2013) Relationship between concrete resistivity and corrosion rate—a literature review. Cem Concr Compos 39:60–72
Newlands MD, Jones MR, Kandasami S, Harrison TA (2008) Sensitivity of electrode contact solutions and contact pressure in assessing electrical resistivity of concrete. Mater Struct 41(4):621–632
Ramezanianpour A, Ghiasvand E, Nickseresht I, Mahdikhani M, Moodi F (2009) Influence of various amounts of limestone powder on performance of Portland limestone cement concretes. Cem Concr Compos 31(10):715–720
Gesoğlu M, Güneyisi E, Özbay E (2009) Properties of self-compacting concretes made with binary, ternary, and quaternary cementitious blends of fly ash, blast furnace slag, and silica fume. Constr Build Mater 23(5):1847–1854
Smith KM, Schokker AJ, Tikalsky PJ (2004) Performance of supplementary cementitious materials in concrete resistivity and corrosion monitoring evaluations. ACI Mater J 101(5):385–390
CEB Comité Euro-International du Béton (1992) Durable concrete structures, 2nd edn. CEB Design Guide, Edition Thomas Telford, London. ISBN: 978-0-7277-3549-2
Duracrete (2000) General guidelines for durability design and redesign. Final Technical Report. The European Union—Brite EuRam III, Probabilistic performance based durability design of concrete structures, document B 95-1347/R15
Bertolini L, Elesener B, Pedeferri P, Polder R (2004) Corrosion of steel in concrete, prevention, diagnosis, repair. WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim. ISBN 3-527-30800-8
Siddique R (2011) Properties of self-compacting concrete containing class F fly ash. Mater Des 32(3):1501–1507
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da Silva, P.R., de Brito, J. Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler. Mater Struct 49, 2749–2766 (2016). https://doi.org/10.1617/s11527-015-0683-6
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DOI: https://doi.org/10.1617/s11527-015-0683-6