Drying and autogenous shrinkage of pastes and mortars with activated slag cement
Source abstract
Abstract
Activated slag cement (ASC) shows significantly higher shrinkage than ordinary Portland cement agglomerates. Cracking generated by shrinkage is one of the most critical drawbacks for broader applications of this promising alternative binder. This article investigates the relationship between ASC hydration, unrestrained drying and autogenous shrinkage of mortar specimens. The chemical and microstructure evolution due to hydration were determined on pastes by thermogravimetric analysis, conduction calorimetry and mercury porosimetry. Samples were prepared with ground blast furnace slag (BFS) activated with sodium silicate (silica modulus of 1.7) with 2.5, 3.5 and 4.5% of Na2O, by slag mass. The amount of activator is the primary influence on drying and autogenous shrinkage, and early hydration makes a considerable contribution to the total result, which increases with the amount of silica. Drying shrinkage occurred in two stages, the first caused by extensive water loss when the samples were exposed to the environment, and the second was associated with the hydration process and less water loss. Due to the refinement of ASC porous system, autogenous shrinkage is responsible for a significant amount of the total shrinkage.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Concrete Properties and Behavior
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References (22)
Show source-provided references
1. Alkali-activated cements: opportunities and challenges10.1016/S0008-8846(98)00093-3 ↗
2. Chloride diffusion in ordinary, blended, and alkali-activated cement pastes and its relation to other properties10.1016/S0008-8846(00)00406-3 ↗
3. A.A. Melo Neto Estudo da retração em argamassa de cimento de escória (Shrinkage of alkali-activated slag). São Paulo, 2002. 180p. (Master Science Thesis) — Escola Politécnica, Universidade de São Paulo. [in Portuguese].
4. Properties and durability of alkali-activated slag concrete
5. V.M. John Cimentos de escória ativada com silicatos de sódio (Cements from slag activated with sodium silicate). São Paulo, 1995. 189p. (Doctor Thesis) — Escola Politécnica, Universidade de São Paulo. [in Portuguese].
6. Ancient, modern and future concretes
7. Acid corrosion resistance of different cementing materials10.1016/S0008-8846(00)00234-9 ↗
8. Microcracking and strength development of alkali activated slag concrete10.1016/S0958-9465(01)00003-8 ↗
9. Alkali-activated slag cement and concrete: a review of properties and problems10.1680/adcr.1995.7.27.93 ↗
10. Taylor · 1997 · 480
11. Strength, pore structure and permeability of alkali-activated slag mortars10.1016/S0008-8846(96)00174-3 ↗
12. Some factors affecting early hydration of alkali-slag cements10.1016/S0008-8846(96)85031-9 ↗
13. Alkali activation of Australian slag cements10.1016/S0008-8846(98)00170-7 ↗
14. Properties of alkali-activated slag
15. Preliminary study on combined-alkali-slag paste materials10.1016/S0008-8846(00)00269-6 ↗
16. Efeito do teor de ativador no desenvolvimento da resistência à compressão do cimento de escória ativada com silicato de sódio
17. Effect of different activators type and dosages and relation with autogenous shrinkage of activated blast furnace slag cement
18. Alkali-activated slag cements: kinetic studies10.1016/S0008-8846(97)00040-9 ↗
19. Sodium silicate-based, alkali-activated slag mortars Part I. Strength, hydration and microstructure10.1016/S0008-8846(02)00717-2 ↗
20. The hydration of slag, part 1: reaction models for alkali-activated slag10.1007/s10853-006-0873-2 ↗
21. Powers · 1948 · vol. 22
22. Effect of pore size distribution on drying shrinkage of alkali-activated slag concrete10.1016/S0008-8846(00)00327-6 ↗