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2019 | OriginalPaper | Chapter

4. Proportioning of Concrete Mixes

Author : Akhtar Surahyo

Published in: Concrete Construction

Publisher: Springer International Publishing

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Abstract

Concrete mixtures are proportioned to have required workability and to assure that the hardened concrete will have the required properties. A concrete mix having excessive coarse aggregate lacks sufficient mortar to fill the void system, resulting in a non-cohesive and harsh mix. On the other hand, excessive amounts of fine aggregate will increase the cohesion and the mix will turn sticky and difficult to move. High-cement-content mixes are generally sticky and sluggish, whereas the lower w/c ratio reduces the workability of rich mixes. Hence, it is important that the concrete proportions should be selected to provide suitable workability, density, strength, and durability for the particular application at the lowest cost.
This chapter provides information on British mix design method based on Building Research Establishment (BRE) Ltd., and ACI mix design method in conformance with the general requirements of ACI-211.1, with examples.

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Literature
1.
go back to reference Ontario Provincial Standard Specification- OPSS 1350, Material Specification for Concrete- Materials and Production, 1996. Ontario Provincial Standard Specification- OPSS 1350, Material Specification for Concrete- Materials and Production, 1996.
2.
go back to reference ACI 211.1-91 (Reapproved 2009), Standard Practice for Selecting Proportions for Normal, Heavy Weight and Mass Concrete. ACI 211.1-91 (Reapproved 2009), Standard Practice for Selecting Proportions for Normal, Heavy Weight and Mass Concrete.
3.
go back to reference D.C. Teychenne, J.C. Nicholls, R.E. Franklin, D.W. Hobbs, second edition amended by B.K. Marsh, Design of Normal Concrete Mixes, Building Research Establishment (BRE) Ltd UK, 1997. D.C. Teychenne, J.C. Nicholls, R.E. Franklin, D.W. Hobbs, second edition amended by B.K. Marsh, Design of Normal Concrete Mixes, Building Research Establishment (BRE) Ltd UK, 1997.
4.
go back to reference BS 5328, Concrete: Part-1, Guide to Specifying Concrete-1991 (Amended 1995); Part-2, Methods for Specifying Concrete Mixes- 199 1 (Amended 1995); Part-3, Specification for the Procedures to be Used in Producing and Transporting Concrete-1990 (Amended 1992); Part-4, Specification for the Procedures to be used in Sampling, Testing and Assessing Compliance of Concrete-1990 (Amended 1995). BS 5328, Concrete: Part-1, Guide to Specifying Concrete-1991 (Amended 1995); Part-2, Methods for Specifying Concrete Mixes- 199 1 (Amended 1995); Part-3, Specification for the Procedures to be Used in Producing and Transporting Concrete-1990 (Amended 1992); Part-4, Specification for the Procedures to be used in Sampling, Testing and Assessing Compliance of Concrete-1990 (Amended 1995).
5.
go back to reference American Concrete Institute (ACI), Publication SP-15(95), Field Reference Manual, ACI 301-96 (Revised 2016). American Concrete Institute (ACI), Publication SP-15(95), Field Reference Manual, ACI 301-96 (Revised 2016).
Metadata
Title
Proportioning of Concrete Mixes
Author
Akhtar Surahyo
Copyright Year
2019
DOI
https://doi.org/10.1007/978-3-030-10510-5_4