Abstract
In the last decade, there has been a substantial increase in the use of high strength concrete (HSC) due to extensive construction of high rise buildings owing to restricted space and increased demand for living space in urban areas. For achieving high strength and durable concrete, it is essential to have minimum void content by packing the ingredients of the concrete densely. There have been lot of research studies performed on HSC, however, there are possibilities to improve the properties of HSC and economy by using conceptual mixture design and using industrial by-products (mineral admixtures). The present study focused on the development of high strength concrete using particle packing concept and properties such as flowability and compressive strength were assessed for different binder combinations [Micro Silica (MS): Ultrafine Fly Ash (UFA)]. For the mixture designing purpose, modified Andreassen model of particle packing was used. The water/binder (w/b) ratio of 0.20 was used. From the results, it is observed that a maximum slump of 780 mm and maximum 56 day compressive strength of 130.7 MPa using normal water curing was achieved.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
C. Wang, C. Yang, F. Liu, C. Wan, X. Pu, Preparation of ultra-high performance concrete with common technology and materials. Cem. Concr. Compos. 34, 538–544 (2012)
F. de Larrard, Ultrafine particles for the making of very high strength concretes. Cem. Concr. Res. 19, 161–172 (1989)
S.A.A.M. Fennis, J.C. Walraven, J.A. den Uijl, Compaction-interaction packing model: regarding the effect of fillers in concrete mixture design. Mater. Struct. 46, 463–478 (2013)
F. de Larrard, Concrete Mixture Proportioning: A Scientific Approach (E & FN Spon, London, 1999)
R.K. Dhir, M.J. McCarthy, K.A. Paine, Engineering property and structural design relationships for new and developing concretes. Mater. Struct. 38(275), 1–9 (2005)
A. Kronlöf, Filler effect of inert mineral powder in concrete. Dissertation, VTT Technical research centre of Finland, 1997
H.H.C. Wong, A.K.H. Kwan, Packing density of cementitious materials: measurement and modelling. Mag. Concr. Res. 60(3), 165–175 (2008)
N. Roux, C. Andrade, M.A. Sanjuan, Experimental study of durability of reactive powder concretes. J. Mater. Civ. Eng. 8(1), 1–6 (1996)
T.P. Long, High strength concrete at high temperature: an overview (2008), available from http://fire.nist.gov/bfrlpubs/build02/pdf/b02171.pdf. Accessed 20 Jan 2012
G. Longa, X. Wanga, Y. Xie, Very-high performance concrete with ultrafine powders. Cem. Concr. Res. 32, 601–605 (2002)
P.K. Mehta, Advancements in concrete technology. ACI Concr. Int. 21(6), 69–76 (1999)
P.C. Aitcin, A. Neville, High performance concrete demystified. Concr. Int. 15, 21–26 (1993)
A.K.H. Kwan, Use of condensed silica fume for making high strength, self-consolidating concrete. Can. J. Civ. Eng. 27(4), 620–627 (2000)
P. Richard, M. Cheyrezy, Composition of reactive powder concretes. Cem. Concr. Res. 25(7), 1501–1511 (1995)
S. Allena, C. M. Newtson, Ultra-high strength concrete mixtures using local materials, in Concrete Sustainability Conference (2010)
K.H. Obla, R.L. Hill, M.D.A. Thomas, S.G. Shashiprakash, O. Perebatova, Properties of concrete containing ultra-fine fly ash. ACI Mater. J. 100(5), 426–433 (2003)
A.K.H. Kwan, I.Y.T. Ng, Grade 80-100 self-consolidating concrete for Hong Kong. HKIE Trans. 11(2), 1–7 (2004)
R. Deeb, A. Ghanbari, B.L. Karihaloo, Development of self-compacting high and ultra-high performance concretes with and without steel fibres. Cem. Concr. Compos. 34, 185–190 (2012)
IS 12269-2004, Specification for 53 grade Ordinary Portland Cement, Bureau of Indian Standards, New Delhi
ASTM C1240-12, Standard specification for Silica Fume used in cementitious mixtures, American Society for Testing and Materials
IS 3812-1999, Specification for Fly Ash for use as pozzolana and admixture, Bureau of Indian Standards, New Delhi
IS 383-1997, Specification for Coarse and Fine aggregate from natural sources for concrete, Bureau of Indian Standards, New Delhi
IS 2386-1997, Indian code for methods of test for aggregates for concrete, Bureau of Indian Standards, New Delhi
IS 9103-2004, Concrete admixtures—specification, Bureau of Indian Standards, New Delhi
FHWA-IF-05-016, Silica Fume user’s manual, Federal Highway Administration, US Department of Transportation, April 2005
Website: http://www.elkem.com/en/silicon-materials/support/software-emma/
D. Desai, P. Nanthagopalan, Experimental investigations on the influence of industrial by products on highly flowable high strength concrete, in 1st International Conference on Advanced Nanocomposite for Construction Materials (ICNC 2013), Kottayam, India, 12–14 March 2013
IS 1199:1959 (Reaffirmed 1999), Indian code for method of tests for concrete, Bureau of Indian Standards, New Delhi
IS 516-2002, Indian code for method of tests for concrete, Bureau of Indian Standards, New Delhi
M. Courtial, M.-N. de Noirfontaine, F. Dunstetter, M. Signes-Frehel, P. Mounanga, K. Cherkaoui, A. Khelidj, Effect of polycarboxylate and crushed quartz in UHPC: microstructural investigation. Constr. Build. Mater. 44, 699–705 (2013)
Acknowledgments
The authors would like to acknowledge Ambuja Cements Ltd., ELKEM and BASF Construction Chemicals for their support in terms of providing materials for this research.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2014 Springer Science+Business Media Singapore
About this paper
Cite this paper
Desai, D., Nanthagopalan, P. (2014). Potential Use of Industrial By-products for Developing High Strength Concrete UnderNormal Curing Conditions. In: Hassan, R., Yusoff, M., Ismail, Z., Amin, N., Fadzil, M. (eds) InCIEC 2013. Springer, Singapore. https://doi.org/10.1007/978-981-4585-02-6_19
Download citation
DOI: https://doi.org/10.1007/978-981-4585-02-6_19
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-4585-01-9
Online ISBN: 978-981-4585-02-6
eBook Packages: EngineeringEngineering (R0)