Technical Papers
Mar 24, 2017

Self-Compacting Concretes with Supplementary Cementitious Materials: Shrinkage and Cracking Tendency

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 7

Abstract

This paper aims to contribute to the characterization and the understanding of shrinkage and cracking tendency of self-compacting concretes (SCCs) where portland cement (CEM I) is partially substituted by supplementary cementitious materials (SCMs). The free shrinkage from casting to 400 days of aging of four SCCs mixtures based on CEM I 52.5 N, CEM III/A 52.5 L containing 62% slag addition, CEM V 42.5 N containing 20% fly ash and 25% slag additions, and CEM I 52.5  N+15% of metakaolin (MK) is investigated. The development of cracks due to a restrained shrinkage is studied using ring tests. Nonevaporable and evaporable water contents, setting times, and compressive and splitting strength are measured. Results show that compared to portland cement SCC, SCCs with SCMs are more sensitive to drying shrinkage at very early ages. However, at long term, they exhibit different behaviors. SCC with 15% MK presents the best properties, with a significantly low drying shrinkage and a high compressive strength at 28 days and beyond. SCC with CEM III cement presents the highest compressive strength at 28 days onward but also the highest drying shrinkage at long term. In restrained conditions, SCCs with SCMs are more sensitive to early cracking. However, their crack opening is at least 1.57 times lower than the one of the reference SCC, which presents an important advantage for durability considerations.

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Acknowledgments

The authors would like to thank Mr. Christian Garand for his assistance with laboratory measurements and Dr. Emmanuel Rosière and Dr. Philippe Turcry for the fruitful discussions on plastic shrinkage. The authors acknowledge the CMEBA center of Rennes 1 University for their help in SEM observations and Imerys Refractory Minerals Europe Company for providing metakalolin.

References

AFGC (Association Française de Génie Civil). (2008). “Recommandations pour l’emploi des bétons autoplaçants.” France.
Ahari, R. S., Erdem, T. K., and Ramyar, K. (2015). “Permeability properties of self-consolidating concrete containing various supplementary cementitious materials.” Constr. Build. Mater., 79, 326–336.
Akkaya, Y., Ouyang, C., and Shah, S. P. (2007). “Effect of supplementary cementitious material on shrinkage and crack development in concrete.” Cem. Concr. Compos., 29(2), 117–123.
Alrifai, A., Aggoun, S., Kadri, A., Kenai, S., and Kadri, E. (2013). “Paste and mortar studies on the influence of mix design parameters on autogenous shrinkage of self-compacting concrete.” Constr. Build. Mater., 47, 969–976.
Alsayed, S. H. (1998). “Influence of superplasticizers, plasticizers, and silica fume on the drying shrinkage of high strength concrete subjected to hot dry field conditions.” Cem. Concr. Res., 28(10), 1405–1415.
Al-Sugair, F. H. (1995). “Analysis of time dependent volume reduction of concrete containing silica fume.” Mag. Concr. Res., 47(170) 77–81.
Aly, T., and Sanjayan, J. G. (2006). “Cracking tendency of concretes made with slag blended cements subjected to restrained shrinkage conditions.” Proc., 19th Australasian Conf. on the Mechanics of Structures and Materials, CRC Press, Boca Raton, FL.
Aly, T., and Sanjayan, J. G. (2008). “Factors contributing to early age shrinkage cracking of slag concretes subjected to 7-days moist curing.” J. Mater. Struct, 41(4), 633–642.
ASTM. (1997). “Standard test method for length change of hardened hydrauliccement mortar and concrete.” ASTM C157, 04-02, West Conshohocken, PA.
ASTM. (1999). “Standard test method for time of setting of hydraulic cement by vicat needle.” ASTM C191, West Conshohocken, PA.
Atis, C. D., Bilim, C., Celik, Ö., and Karahan, O. (2009). “Influence of activator on the strength and drying shrinkage of alkali-activated slag mortar.” Constr. Build. Mater., 23(1), 548–555.
Bentz, D. P., 2008. “A review of early-age properties of cement-based materials.” Cem. Concr. Res., 38(2), 196–204.
Bloom, R., and Bentur, A. (1995). “Free and restrained shrinkage of normal and high strength concretes.” ACI Mater. J., 92(2), 211–217.
Bosiljkov, V. B. (2003). “SCC mixes with poorly graded aggregate and high volume of limestone filler.” Cem. Concr. Res., 33(9), 1279–1286.
Boukendakdji, O., Kadri, E., and Kenai, S. (2012). “Effects of granulated blast furnace slag and superplasticizer type on the fresh properties and compressive strength of self-compacting concrete.” Cem. Concr. Compos., 34(4), 583–590.
Brooks, J. J., and Megatjohari, M. A. (2001). “Effect of metakaolin on creep and shrinkage of concrete.” Cem. Concr. Compos., 23(6), 495–502.
Brooks, J. J., Megat Johari, M. A., and Mazloom, M. (2000). “Effect of admixtures on the setting times of high-strength concrete.” Cem. Concr. Compos, 22(4), 293–301.
Can Bostancı, S., Limbachiya, M., and Kew, H. (2016). “Portland slag and composites cement concretes: Engineering and durability properties.” J. Cleaner Prod., 112, 542–552.
Darquennes, A., Khokhar, A., Rozière, E., Loukili, A., Grondin, F., and Staquet, S. (2011a). “Early age deformations of concrete with high content of mineral additions.” Constr. Build. Mater., 25(4), 1836–1847.
Darquennes, A., Staquet, S., Delplancke-Ogletree, M. P., and Espion, B. (2011b). “Effect of autogenous deformation on the cracking risk of slag cement concretes.” Cem. Concr. Compos., 33(3), 368–379.
Ding, J. T., and Li, Z. (2002). “Effects of metakaolin and silica fume on properties of concrete.” ACI Mater. J., 99(4), 393–398.
Gesoglu, M., Güneyisi, E., and Özbay, E. (2009). “Properties of self-compacting concretes made with binary, ternary, and quaternary cementitious blends of fly ash, blast furnace slag, and silica fume.” Constr. Build. Mater., 23(5), 1847–1854.
Gesoglu, M., and Ozbay, E. (2007). “Effects of mineral admixtures on fresh and hardened properties of self-compacting concretes: Binary, ternary and quaternary systems.” J. Mater. Struct., 40(9), 923–937.
Ghezal, A., and Khayat, K. H. (2002). “Optimizing self-consolidating concrete with limestone filler by using statistical factorial design methods.” ACI Mater. J., 99(3), 264–272.
Gleize, P. J., Cyr, M., and Escadeillas, G. (2007). “Effects of metakaolin on autogenous shrinkage of cement pastes.” Cem. Concr. Compos., 29(2), 80–87.
Grzybowski, M., and Shah, S. P. (1990). “Shrinkage cracking of fiber reinforced concrete.” ACI. Mater. J., 87(2), 138–148.
Guneyisi, E., Gesoglu, M., and Mermerdas, K. (2008). “Improving strength, drying shrinkage, and pore structure of concrete using métakaolin.” J. Mater. Struct., 41(5), 937–949.
Güneyisi, E., and Gesoglu, M. (2008). “Properties of self-compacting mortars with binary and ternary cementitious blends of fly ash and metakaolin.” J. Mater. Struct., 41(9), 1519–1531.
Hassain, A. B., and Weiss, J. (2004). “Assessing residual development and stress relaxation in restrained concrete ring specimens.” Cem. Concr. Compos., 26(5), 531–540.
Heikal, M., El-Didamony, H., and Morsy, M. S. (2000). “Limestone-filled pozzolanic cement.” Cem. Concr. Res., 30(11), 1827–1834.
Holt, E. (2001). “Early age autogenous shrinkage of concrete.” Technical Research Center of Finland ESPOO, VTT publications, Espoo, Finland.
Holt, E., and Leivo, M. (1996). “Shrinkage tendencies of facade concrete.”, VTT Building Technology, Technical Research Centre of Finland, Finland.
Jianyong, L., and Yan, Y. (2001). “A study on creep and drying shrinkage of high performance concrete.” Cem. Concr. Res., 31(8), 1203–1206.
Jin, X., and Li, Z. (2003). “Effect of mineral admixture on properties of young concrete.” J. Mater. Civ. Eng., 435–442.
Kayir, H., and Weiss, W. J. (2002). “A fundamental look at settlement in fresh systems: Role of mixing time and high-range water reducers.” First North American Conf. on Self-Consolidating Concrete, Chicago.
Khatib, J. M., and Hibbert, J. J. (2005). “Selected engineering properties of concrete incorporating slag and metakaolin.” Constr. Build. Mater., 19(6), 460–472.
Khayat, K. (1999). “Workability, testing, and performance of self-consolidating concrete.” ACI. Mater. J., 96, 346–353.
Leemann, A., Nygaard, P., and Lura, P. (2014). “Impact of admixtures on the plastic shrinkage cracking of self compacting concrete.” Cem. Concr. Compos., 46, 1–7.
Loser, R., and Leemann, A. (2008). “Shrinkage and restrained shrinkage cracking of self-compacting concrete compared to conventionally vibrated concrete.” Mater. Struct. J., 49, 203–211.
Lura, P., Jensen, O. M., and Van, B. K. (2003). “Autogenous shrinkage in high-shrinkage cement paste.” Cem. Concr. Res., 33(2), 223–232.
Mesbah, H. A., and Buyle-Bodin, F. (1999). “Efficiency of polypropylene and metallic fibres on control of shrinkage and cracking of recycled aggregate mortars.” Constr. Build. Mater., 13(8), 439–447.
Mesbah, H. A., Yahia, A., and Khayat, K. A. (2011). “Electrical conductivity method to assess static stability of self-consolidating concrete.” Cem. Concr. Res., 41(5), 451–458.
Moranville-Regourd, M. (1998). “Cements made from blast furnace slag.” Lea’s chemistry of cement and concrete, P. C. Hewlett, ed., Arnold, London.
Naik, T. R., Kumar, R., Ramme, B. W., and Canpolat, F. (2012). “Development of high-strength, economical self-consolidating concrete.” Constr. Build. Mater., 30, 463–469.
Nehdi, M., Mindess, S., and Aitcin, P. C. (1998). “Rheology of high-performance concrete: Effect of ultrafine particles.” Cem. Concr. Res., 28(5), 687–697.
Neville, A. M. (1996). Properties of concrete, 4th Ed., Addison Wesley Longman, London.
NFP. (1981). “Caractéristiques communes des machines hydrauliques pour essais de compression, flexion et traction des matériaux durs.”.
Niknezhad, D., Kamali-Bernard, S., and Garand, C. (2015a). “Influence of mineral admixtures (metakaolin, slag, fly ash) on the plastic, free, and restrained shrinkage of SCCs.” CONCREEP 10, ASCE, Reston, VA.
Niknezhad, D., Raghavan, B., Bernard, F., and Kamali-Bernard, S. (2015b). “Towards a realistic morphological model for the meso-scale mechanical and transport behavior of cementitious composites.” Compos. Part B. Eng., 81, 72–83.
Pal, S. C., Mukherjec, A., and Pathak, S. R. (2003). “Investigation of hydraulic activity of ground granulated blast furnace slag in concrete.” Cem. Concr. Res., 33(9), 1481–1486.
Poon, C. S., Lama, L., Koua, S. C., Wonga, Y. L., and Wong, R. (2001). “Rate of pozzolanic reaction of metakaolin in high performance cement pastes.” Cem. Concr. Res., 31(9), 1301–1306.
Prasanna, K. S., Pasla, D., and Sahoo, U. C. (2016). “Utilization of high volume of industrial slag in self compacting concrete.” J. Clean. Prod., 112(Part 1), 581–587.
Radocea, A. (1994). “A model of plastic shrinkage.” Mag. Concr. Res., 46(167), 125–132.
Raghavan, B., Niknezhad, D., Bernard, F., and Kamali-Bernard, S. (2016). “Combined meso-scale modeling and experimental investigation of the effect of mechanical damage on the transport properties of cementitious composite.” J. Phys. Chem. Solids, 96, 22–37.
Rozière, E., Granger, S., Turcry, Ph., and Loukili, A. (2007). “Influence of paste volume on shrinkage cracking and fracture properties of self-compacting concrete.” Cem. Concr. Compos., 29(8), 626–636.
Sethy, K. P., Pasla, D., and Sahoo, U. C. (2016). “Utilization of high volume of industrial slag in self compacting concrete.” J. Cleaner Prod., 112, 581–587.
Sivakumar, A., and Santhanam, M. (2007). “A quantitative study on the plastic shrinkage cracking in high strength hybrid fibre reinforced concrete.” Cem. Concr. Compos., 29(7), 575–581.
Tazawa, E., and VIiyazawa, S. (1998). “Effect of constituents and curing condition on autogenous shrinkage of concrete.” Proc., Int. Workshop on Autogenous Shrinkage of Concrete, Japan Concrete Institute, Hiroshima, Japan.
Tazawa, E., and Yonekura, A. (1986). “Fly ash, silica fume, slag, and natural pozzolans in concrete.” CANMET/ACI, Int. Conf. (ACI SP-91), Madrid, Spain.
Tong, J. D., and Li, Z. (2002). “Effects of metakaolin and silica fume on properties of concrete.” ACI. Mater. J., 99(4), 393–398.
Turcry, P., and Loukili, A. (2006). “Evolution of plastic shrinkage cracking of self-consolidating concrete.” ACI Mater. J., 103(4), 272–279.
Türkel, S., and Kandemir, A. (2010). “Fresh and hardened properties of SCC made with different aggregate and mineral admixtures.” J. Mater. Civ. Eng., 1025–1032.
Wattanalamlerd, C., and Ouchi, M. (2005). Flowability of fresh mortar in self-compacting concrete using fly ash, RILEM Publication SARL, Paris.
Wild, S., Khatib, J. M., and Jones, A. (1996). “Relative strength, pozzolanic activity and cement hydration in superplasticized metakaolin concrete.” Cem. Concr. Res., 26(10), 1537–1544.
Wittmann, F. H. (1976). “On the action of capillary pressure in fresh concrete.” Cem. Concr. Res., 6(1), 49–56.
Zhao, H., Sun, W., Wu, X., and Gao, B. (2015). “The properties of the self-compacting concrete with fly ash and ground granulated blast furnace slag mineral admixtures.” J. Cleaner Prod., 95, 66–74.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 7July 2017

History

Received: May 11, 2016
Accepted: Oct 11, 2016
Published online: Mar 24, 2017
Published in print: Jul 1, 2017
Discussion open until: Aug 24, 2017

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Davood Niknezhad, Ph.D.
Laboratory of Civil Engineering and Mechanical Engineering LGCGM, National Institute of Applied Sciences, 20 avenue des Buttes de Coësmes, CS 70839, 35708 Rennes Cedex 7, France.
Siham Kamali-Bernard [email protected]
Associate Professor, Laboratory of Civil Engineering and Mechanical Engineering LGCGM, National Institute of Applied Sciences, 20 avenue des Buttes de Coësmes, CS 70839, 35708 Rennes Cedex 7, France (corresponding author). E-mail: [email protected]
Habib-Abdelhak Mesbah
Associate Professor, Laboratory of Civil Engineering and Mechanical Engineering LGCGM, IUT Rennes, 3 rue du Clos Courtel, BP 90422, 35704 Rennes Cedex, France.

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