Abstract
A comprehensive study on the influence of a shrinkage-reducing admixture (SRA) on properties of ordinary Portland cement and shrinkage-compensating cement has been conducted. The properties investigated include: electrical resistivity, hydration heat rate, free shrinkage and restrained shrinkage cracking. It is found that the shrinkage-reducing admixture (SRA) can reduce the free shrinkage and postpone the occurrence of shrinkage crack significantly. The SRA has also an effect to retard the hydration process of Portland cement under normal condition. However, under semi adiabatic condition, it seems that SRA accelerates the hydration process. A new concept of the hardening ratio, ρ H , is proposed in the study. It is indicated that the hardening ratio, ρ H , and compressive strength development have very good linear relationship.
Similar content being viewed by others
References
Shah SP, Karaguler ME, Sarigaphuti M (1992) Effects of shrinkage-reducing admixture on restrained shrinkage cracking of concrete. ACI Materials Journal, 89(3): 289–295.
Folliard KJ, Berke NS (1997) Properties of high-performance concrete containing shrinkage- reducing admixture. Cem. Concr. Res., 27 (9): 1357–1364.
Shoya M, Sugita S, Sugawara T (1990) Improvement of drying shrinkage and shrinkage cracking of concrete by special surfactants. Proceedings of the International RILEM Symposium (5), 484–495.
Bazant ZP, Raftshol WP (1982) Effect of cracking in drying and shrinkage specimens. Cem. Concr. Res., 12(1): 209–226.
Kovler K, Sikuler J, Bentur A (1993) Restrained shrinkage tests of finer-reinforced concrete ring specimens: effects of core thermal expansion. Materials and Structures, RILEM, 26(158):231–237.
Kim JK, Lee CS (1998) Prediction of differential drying shrinkage in concrete. Cem. Concr. Res., 28(7):985–994.
Wittmann F, Roelfstra P (1980) Total deformation of loaded drying concrete. Cem. Concr. Res., 10(5):601–610.
Altoubat SA, Lange DA (2001) Creep, shrinkage, and cracking of restrained concrete at early age. ACI Materials Journal, 98(4):323–331.
Wiegrink K, Marikunte S, Shah SP (1996) Shrinkage cracking of high-strength concrete. ACI Materials Journal, 93(5):409–415.
Goto et al., United States Patent Number 4547223, Oct, 15, 1985.
Berke NS, Dallaire MP, Hicks MC et al., (1999) New development in shrinkage-reducing admixtures. ACI SP 173-48, American Concrete Institute–-Hormington Hills, Michigan, pp. 973–998.
Grzybowski M, Shah SP (1990) Shrinkage cracking of fiber reinforced concrete. ACI Materials Journal, 87(2):138–148.
Bentz DP, Geiker MR, Hansen KK (2001) Shrinkage-reducing admixtures and early-age desiccation in cement pastes and mortars. Cem. Concr. Res., 31(7):1075–1085.
He Z, Zhou XM, Li ZJ (2004) New experimental method for studying early-age cracking of cement-based materials. ACI Materials Journal, 101(1):50–56.
Taylor HFW Cement Chemistry. 2nd Edn. Thomas Telford, London, 199(7), 187–224.
Zdenk Merda, Vladimír Kŕístek (1988) Creep and shrinkage of concrete elements and structures. ELSEVIER, AMSTERDAM-OXFORD-NEW YORK-TOKYO.
Wei XS, Xiao LZ, Li ZJ (2004) Study on hydration of Portland cement using resistivity method. Journal of the Chinese Ceramic Society, 32(1):34–38.
Li ZJ, Wei XS, Li WL (2003) Preliminary interpretation of hydration process for cement-based materials at early ages. ACI Materials Journal, 100(3):253–254.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
He, Z., Li, Z.J., Chen, M.Z. et al. Properties of shrinkage-reducing admixture-modified pastes and mortar. Mater Struct 39, 445–453 (2006). https://doi.org/10.1007/s11527-005-9004-9
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11527-005-9004-9