Performance of concrete with blended binders in ammonium-sulphate solution

References

• Alexander M, Bertron A, De Belie N. (Eds.). Performance of cement-based materials in aggressive aqueous environments. Heidelberg, Germany: Springer. 2013.
   Google Scholar
• Akman MS, Güner A. The applicability of sonreb method on damaged concrete. Matér Constr. 1984;17:195–200.10.1007/BF02475244
   Google Scholar
• Bassuoni MT, Nehdi ML. Resistance of self-consolidating concrete to ammonium sulphate attack. Mater Struct. 2012;45:977–994.10.1617/s11527-011-9811-0
   Web of Science ®Google Scholar
• Girardi F, Maggio RD. Resistance of concrete mixtures to cyclic sulfuric acid exposure and mixed sulfates: effect of the type of aggregate. Cem Concr Compos. 2011;33:276–285.10.1016/j.cemconcomp.2010.10.015
   Web of Science ®Google Scholar
• BS EN 206-1. Concrete-specification: performance, production and conformity. London: BSI, Gaylard & sons. 2000.
   Google Scholar
• BRE Special Digest 1. Concrete in aggressive ground. Watford: Building Research Establishment. 2005.
   Google Scholar
• CSA A23.1-14/A23.2-14. Concrete materials and methods of concrete construction/test methods and standard practices for concrete. Mississauga: Canadian Standards Association. 2014.
   Google Scholar
• Jauberthie R, Rendell F. Physicochemical study of the alteration surface of concrete exposed to ammonium salts. Cem Concr Res. 2003;33:85–91.10.1016/S0008-8846(02)00929-8
   Web of Science ®Google Scholar
• Mbessa M, Péra J. Durability of high-strength concrete in ammonium sulfate solution. Cem Concr Res. 2001;31:1227–1231.10.1016/S0008-8846(01)00553-1
   Web of Science ®Google Scholar
• Miletić S, Ilić M, Ranogajec J, et al. Portland ash cement degradation in ammonium-sulfate solution. Cem Concr Res. 1998;28:713–725.10.1016/S0008-8846(98)00023-4
   Web of Science ®Google Scholar
• Miletić S, Ilić M, Otović S, et al. Phase composition changes due to ammonium-sulphate: attack on Portland and Portland fly ash cements. Constr Build Mater. 1999;13:117–127.10.1016/S0950-0618(99)00017-3
   Web of Science ®Google Scholar
• Madej J. Corrosion resistance of normal and silica fume-modified mortars made from different types of cement. Istanbul, Turkey: In Malhotra VM, editors. Proceedings the fourth CANMET/ACI international conference on fly ash, silica fume, slag, and natural pozzolans in concrete, ACI SP-132, vol. II; Farmington Hills, MI, USA: 1992; p. 1189–1207.
   Google Scholar
• Mehta PK. Studies on chemical resistance of low water/cement ratio concretes. Cem Concr Res. 1985;15:969–978.10.1016/0008-8846(85)90087-0
   Web of Science ®Google Scholar
• Kong D, Du X, Wei S, et al. Influence of nano-silica agglomeration on microstructure and properties of the hardened cement-based materials. Constr Build Mater. 2012;37(37):707–715.10.1016/j.conbuildmat.2012.08.006
   Web of Science ®Google Scholar
• Madani H, Bagheri A, Parhizkar T. The pozzolanic reactivity of monodispersed nanosilica hydrosols and their influence on the hydration characteristics of Portland cement. Cem Concr Res. 2012;42:1563–1570.10.1016/j.cemconres.2012.09.004
   Web of Science ®Google Scholar
• Ghazy A, Bassuoni MT, Shalaby A. Nano-modified fly ash concrete: a repair option for concrete pavements. ACI Mater J. 2016;113:231–242.
   Web of Science ®Google Scholar
• Kawashima S, Hou P, Corr DJ, et al. Modification of cement-based materials with nanoparticles. Cem Concr Compos. 2013;36:8–15.10.1016/j.cemconcomp.2012.06.012
   Web of Science ®Google Scholar
• Ghrici M, Kenai S, Said-Mansour M. Mechanical properties and durability of mortar and concrete containing natural pozzolana and limestone blended cements. Cem Concr Compos. 2007;29:542–549.10.1016/j.cemconcomp.2007.04.009
   Web of Science ®Google Scholar
• Marzouki A, Lecomte A, Beddey A, et al. The effects of grinding on the properties of Portland-limestone cement. Constr Build Mater. 2013;48:1145–1155.10.1016/j.conbuildmat.2013.07.053
   Web of Science ®Google Scholar
• Ramezanianpour AA, Ghiasvand E, Nickseresht I, et al. Influence of various amounts of limestone powder on performance of Portland limestone cement concretes. Cem Concr Compos. 2009;31:715–720.10.1016/j.cemconcomp.2009.08.003
   Web of Science ®Google Scholar
• Ramezanianpour AM, Hooton RD. Sulfate resistance of Portland-limestone cements in combination with supplementary cementitious materials. Mater Struct. 2013;46:1061–1073.10.1617/s11527-012-9953-8
   Web of Science ®Google Scholar
• CAN/CSA-A3001. Cementitious materials for use in concrete. Mississauga: Canadian Standards Association. 2013.
   Google Scholar
• ASTM C494. Standard specification for chemical admixtures for concrete. West Conshohocken (PA): American Society for Testing and Materials. 2015.
   Google Scholar
• ASTM C192/C192M. Standard practice for making and curing concrete test specimens in the laboratory. West Conshohocken (PA): American Society for Testing and Materials. 2016.
   Google Scholar
• ASTM C39. Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken (PA): American Society for Testing and Materials. 2016.
   Google Scholar
• ASTM C1202. Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. West Conshohocken (PA): American Society for Testing and Materials. 2012.
   Google Scholar
• Bassuoni M, Nehdi M, Greenough T. Enhancing the reliability of evaluating chloride ingress in concrete using the ASTM C 1202 rapid chloride penetrability test. J ASTM Int. 2006; 3:13 p.
   Google Scholar
• ASTM C1012. Standard test method for length change of hydraulic-cement mortars exposed to a sulfate solution. West Conshohocken (PA): American Society for Testing and Materials. 2013.
   Google Scholar
• ASTM C215. Standard test method for fundamental transverse, longitudinal, and torsional resonant frequencies of concrete specimens. West Conshohocken (PA): American Society for Testing and Materials. 2014.
   Google Scholar
• ASTM C666. Standard test method for resistance of concrete to rapid freezing and thawing. West Conshohocken (PA): American Society for Testing and Materials. 2015.
   Google Scholar
• ASTM C78. Standard test method for flexural strength of concrete using simple beam with third-point loading. West Conshohocken (PA): American Society for Testing and Materials. 2016.
   Google Scholar
• Ramezanianpour AM, Hooton RD. A study on hydration, compressive strength, and porosity of Portland-limestone cement mixes containing SCMs. Cem Concr Compos. 2014;51:1–13.10.1016/j.cemconcomp.2014.03.006
   Web of Science ®Google Scholar
• Ghiasvand E, Ramezanianpour AA, Ramezanianpour AM. Influence of grinding method and particle size distribution on the properties of Portland-limestone cements. Mater Struct. 2015;48:1273–1283.10.1617/s11527-013-0232-0
   Web of Science ®Google Scholar
• Brown ME. Handbook of thermal analysis and calorimetry. The Netherlands: Elsevier; 1998.
   Google Scholar
• Skalny J, Marchand J, Odler I. Sulfate attack on concrete. London: Taylor and Francis; 2002.
   Google Scholar
• Nagele E, Hillemeier B, Hilsdorf H. Attack of ammonium salt solutions of concrete. Betonwerk Fertigteil- Technik. 1984;50:742–751.
   Google Scholar
• Tian B, Cohen MD. Does gypsum formation during sulfate attack on concrete lead to expansion? Cem Concr Res. 2000;30:117–123.10.1016/S0008-8846(99)00211-2
   Web of Science ®Google Scholar
• Detwiler R, Bhatty J, Bhattacharja S. Supplementary cementing materials for use in blended cements. Port Cem Assoc. 1996; RD112.01T:96.
   Google Scholar
• Hewlett PC, editor. Lea’s chemistry of cement and concrete. London: Arnold; 1998.
   Google Scholar
• Shi C, Stegemann JA. Acid corrosion resistance of different cementing materials. Cem Concr Res. 2000;30:803–808.10.1016/S0008-8846(00)00234-9
   Web of Science ®Google Scholar
• Mehta PK. Monteiro PJM. Concrete. New York (NY): McGraw Hill Education; 2014.
   Google Scholar