Abstract
This study reports the testing of 12 alkali-activated (AA) mortars and six AA concretes using lightweight aggregates. These tests aimed to explore the significance and limitations of the development of lightweight AA mortar and concrete. Ground granulated blast-furnace slag, which was used as source material, was activated by sodium silicate powder. The main parameter investigated was the replacement level of lightweight fine aggregates to the natural sand. The effect of the water–binder ratio on the compressive strength development was also studied in AA mortars. Initial flow and development of compressive strength were recorded for the lightweight AA mortar. For the lightweight AA concrete, many factors were measured: the variation of slump with elapsed time, the development of compressive strength, splitting tensile strength, moduli of rupture and elasticity, stress–strain relationship, bond strength and shrinkage strain. Test results showed that the compressive strength of AA mortar decreased linearly with the increase of the replacement level of lightweight fine aggregates, regardless of the water–binder ratio. The compressive strength of AA concrete, however, sharply decreased when the replacement level of lightweight fine aggregates exceeded 30%. In particular, the increase in the discontinuous grading of lightweight aggregate resulted in the deterioration of the mechanical properties of AA concrete.
References
Malhotra VM (2001) Introduction: sustainable development and concrete technology. Concr Int 24(7):22
Pacheco-Torgal F, Castro-Gomes J, Jalali S (2007) Alkali-activated binders: a review. Part 2—about materials and binder manufacture. Constr Build Mater 22(7):1305–1314. doi:10.1016/j.conbuildmat.2007.10.015
Palomo A, Grutzeck MW, Blanco MT (1999) Alkali-activated fly ashes: a cement for the future. Cem Concr Res 29(8):1323–1329. doi:10.1016/S0008-8846(98)00243-9
Wang SD, Pu SC, Scrivener KL, Ptatt PL (1995) Alkali-activated slag cement and concrete: a review of properties and problems. Adv Cem Res 27:93–102
Wang SD, Scrivener KL, Pratt PL (1994) Factors affecting the strength of alkali-activated slag. Cem Concr Res 24(6):1033–1043. doi:10.1016/0008-8846(94)90026-4
Yang KH, Song JK, Ashour AF, Lee ET (2008) Properties of cementless mortar activated by sodium silicate. Constr Build Mater 22(8):1981–1989. doi:10.1016/j.conbuildmat.2007.07.003
Collins FG, Sanjayan JG (1999) Workability and mechanical properties of alkali activated slag concrete. Cem Concr Res 29(3):455–458. doi:10.1016/S0008-8846(98)00236-1
Collins F, Sanjayan JG (1999) Strength and shrinkage properties of alkali-activated slag concrete containing porous coarse aggregate. Cem Concr Res 29(4):607–610. doi:10.1016/S0008-8846(98)00203-8
Neville AM (1995) Properties of concrete. Longman, England
Zhang MH, Gjørv OE (1991) Characteristics of lightweight aggregates for high-strength concrete. ACI Mater J 88(2):150–158
Almusallam TH, Alsayed SH (1995) Stress-strain relationship of normal, high-strength and lightweight concrete. Mag Concr Res 47(170):39–44
Kim YJ, Harmon TG (2006) Analytical model for confined lightweight aggregate concrete. ACI Struct J 103(2):263–270
Mitchell DW, Marzouk H (2007) Bond characteristics of high-strength lightweight concrete. ACI Struct J 104(1):22–29
Slate FO, Nilson AH, Martinez S (1986) Mechanical properties of high-strength lightweight concrete. ACI Mater J 83(4):606–613
Tasnimi AA (2004) Mathematical model for complete stress-strain curve prediction of normal, lightweight and high-strength concrete. Mag Concr Res 56(1):23–34. doi:10.1680/macr.56.1.23.36287
Weber S, Reinhardt HW (1997) A new generation of high performance concrete: concrete with autogenous curing. Adv Cem Base Mater 6(2):59–68. doi:10.1016/S1065-7355(97)00009-6
ACI Committee 318 (2005) Building code requirements for structural concrete. ACI 318-05. Detroit, USA
The European Standard EN 1992-1-1 (2004) Eurocode 2: design of concrete structures. BSI (British Standards Institution)
Wang SD, Scrivener KL, Pratt PL (1994) Factors affecting the strength of alkali-activated slag. Cem Concr Res 24:1033–1043
KS (Korean Standards Information Center) (2006) Korean industrial standard: testing concrete. KS F 2402-KS F 2414. South Korea
ACI Committee 211 (2004) Standard practice for selecting proportions for structural lightweight concrete. ACI 211.2-98. USA
Acknowledgements
This work was supported by the Korea Science and Engineering Foundation (KOSEF) grant funded by the Korea government (MEST) (R01-2008-000-20395-0), and the Grant of the Korean Ministry of Education, Science and Technology (The Regional Core Research Program/Biohousing Research Institute).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Yang, KH., Song, JK. & Lee, JS. Properties of alkali-activated mortar and concrete using lightweight aggregates. Mater Struct 43, 403–416 (2010). https://doi.org/10.1617/s11527-009-9499-6
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1617/s11527-009-9499-6