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Testing of Concrete in Structures: Fourth Edition

Testing of Concrete in Structures: Fourth Edition

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Chemical test<strong>in</strong>g and allied techniques 265obta<strong>in</strong>ed. The operations should also be performed as quickly as possibleto m<strong>in</strong>imize exposure to atmospheric carbon dioxide.The portion is first crushed to pass a 5.0 mm sieve and a sub-sample <strong>of</strong>500–1000 g obta<strong>in</strong>ed, which is then crushed to pass a 2.63 mm sieve andquartered to give a sample which is ground to pass a 600 m sieve. Thisis also quartered and further ground to pass the 150 m sieve. Where amechanical means <strong>of</strong> sample preparation is employed, it is possible to omitsome <strong>of</strong> these steps and go directly from a 5.0 mm sample to a samplepass<strong>in</strong>g 150 m.9.2.2.2 Determ<strong>in</strong>ation <strong>of</strong> calcium oxide (CaO) content aloneA portion <strong>of</strong> the prepared analytical sample weigh<strong>in</strong>g 5 ± 0005 g is treatedwith boil<strong>in</strong>g dilute hydrochloric acid. Triethanolam<strong>in</strong>e, sodium hydroxideand calce<strong>in</strong> <strong>in</strong>dicator are added to the filtered solution, which is then titratedaga<strong>in</strong>st a standard EDTA solution. The CaO content may be calculatedto the nearest 0.1% <strong>in</strong> this way. Atomic absorption spectrophotometricmethods are also <strong>of</strong>ten used.Reliance upon measurements <strong>of</strong> CaO content alone may be consideredacceptable if the calcium oxide content <strong>of</strong> the aggregate is less than0.5%, but additional determ<strong>in</strong>ation <strong>of</strong> soluble silica content is recommended.It should be noted that the calcium <strong>in</strong> the concrete is not <strong>in</strong>the form <strong>of</strong> calcium oxide, CaO, but it is reported as be<strong>in</strong>g CaO byconvention.9.2.2.3 Determ<strong>in</strong>ation <strong>of</strong> soluble silica, calcium oxideand <strong>in</strong>soluble residueSoluble silica is extracted from a 5±0005 g portion <strong>of</strong> the prepared sampleby treatment with hydrochloric acid, followed by sodium carbonate solutionand the <strong>in</strong>soluble residue collected by filter<strong>in</strong>g. The filtrate is reduced byevaporation and treated with hydrochloric acid and polyethylene oxidebefore aga<strong>in</strong> be<strong>in</strong>g filtered and diluted to provide a stock solution.The filter paper conta<strong>in</strong><strong>in</strong>g the precipitate produced at this last stage isignited <strong>in</strong> a weighed plat<strong>in</strong>um crucible at 1200 ± 50 C until constant massis achieved, before cool<strong>in</strong>g and weigh<strong>in</strong>g. The soluble silica content can becalculated to the nearest 0.1% from the ratio <strong>of</strong> the mass <strong>of</strong> the ignitedresidue to that <strong>of</strong> the analytical sample. It is also possible to measure thesoluble silica content directly on the stock solution extract, us<strong>in</strong>g a nitrousoxide/acetylene flame and atomic absorption spectrophotometric methods.This can be considerably faster.The calcium oxide content is determ<strong>in</strong>ed from the stock solution us<strong>in</strong>gprocedures similar to those <strong>in</strong> Section 9.2.2.2. The <strong>in</strong>soluble residue isdeterm<strong>in</strong>ed from the material reta<strong>in</strong>ed dur<strong>in</strong>g the <strong>in</strong>itial filtration process

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