By D.C. Teychenne
The second one variation of this best-selling booklet is still the traditional consultant on concrete combine layout. Amendments were made to permit for alterations within the terminology and fabrics used
Read Online or Download Design of Normal Concrete Mixes: (BR 331) (Ci Sfb) PDF
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Additional info for Design of Normal Concrete Mixes: (BR 331) (Ci Sfb)
Example text
Standard deviations of about 3 N/mm2 to 4 N/mm2 have been obtained on sites in the UK. There is thus no need to make changes in fixing the margin for Portland cement/ggbs concrete. 9, slightly less than that of Portland cement, so replacing Portland cement on an equal basis by weight results in a small increase in cement volume and a theoretical decrease in density. However, the water content, the lightest component, is normally reduced and the total result is that there is no significant change to the wet density of the concrete compared with that of Portland cement concrete.
Road Note No 4. London, HMSO, 1950 (2nd edition). [19] McIntosh J D and Erntroy H C. The workability of concrete mixes with 3/8 in. aggregates. Research Report 2. Wexham Springs, Cement and Concrete Association, 1955. [20] Building Research Establishment. The durability of steel in concrete: Part 1. Mechanism of protection and corrosion. BRE Digest 263. Garston, CRC, 1982. [21] Building Research Establishment. Sulfate and acid resistance of concrete in the ground. BRE Digest 363. Garston, CRC, 1996.
19] McIntosh J D and Erntroy H C. The workability of concrete mixes with 3/8 in. aggregates. Research Report 2. Wexham Springs, Cement and Concrete Association, 1955. [20] Building Research Establishment. The durability of steel in concrete: Part 1. Mechanism of protection and corrosion. BRE Digest 263. Garston, CRC, 1982. [21] Building Research Establishment. Sulfate and acid resistance of concrete in the ground. BRE Digest 363. Garston, CRC, 1996. [22] Building Research Establishment. Alkali–silica reaction in concrete.