Effect of pore size distribution on drying shrinkage of alkali-activated slag concrete

Cement and Concrete Research

Volumn 30, Issue 9, 2000, Pages 1401-1406

  Collins, Frank ^a   Sanjayan, J G ^b  

^a AECOM   (Australia)

^b MONASH UNIVERSITY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BLAST FURNACE PRACTICE; DRYING; MOISTURE DETERMINATION; PORE SIZE; PORTLAND CEMENT; SHRINKAGE; SLAGS; TENSILE STRENGTH;

ALKALI-ACTIVATED SLAG CONCRETES; GRANULATED BLAST-FURNACE SLAGS;

CONCRETES;

EID: 0034266891     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(00)00327-6     Document Type: Article

References (27)

1. Talling B., Brandstetr J. Present state and future of alkali-activated slag concretes. Proc. 3rd Int. Conf. on Fly Ash, Slag, and Natural Pozzolans in Concrete, Trondheim, Norway, ACI SP-114. 2:1989;1519-1546 American Concrete Institute.
2. Roy D.M. Alkali-activated cements: opportunities and challenges. Cem Concr Res. 29(2):1999;249-254.
3. Kutti T., Berntsson L., Chandra S. Shrinkage of cements with high content of blast-furnace slag. Proc. 4th CANMET/ACI Int. Conf. on Fly Ash, Slag, and Natural Pozzolans in Concrete, Istanbul, Turkey:1992;615-625 American Concrete Institute. Supplementary papers.
4. Malolepszy J., Deja J. The influence of curing conditions on the mechanical properties of alkali activated slag binders. Silic Ind. 11(12):1988;179-186.
5. Hakkinen T. The microstructure of high strength blast furnace slag concrete. Nord Concr Res. 11:1992;67-82.
6. Douglas E., Bilodeau A., Malhotra V.M. Properties and durability of alkali-activated slag concrete. ACI Mater J. 89(5):1992;509-516.
7. Collins F., Sanjayan J.G. Cem Concr Res. 29(3):1999;455-458.
8. Kukko H., Mannonen R. Chemical and mechanical properties of alkali-activated blast furnace slag (F-concrete). Nord Concr Res. 1:1982;16.1-16.16.
9. Wittmann F.H. Creep and shrinkage mechanisms. Bazant Z.P., Wittmann F.H. Creep and Shrinkage in Concrete Structures. 1982;129-161 Wiley, Chichester.
10. Young J.F. Physical mechanisms and their mathematical descriptions. Bazant Z.P. Mathematical Modelling of Creep and Shrinkage of Concrete. 1988;63-98 Wiley, Chichester.
11. Powers T.C. The thermodynamics of volume change and creep. Mater Constr. 1(6):1968;487-507.
12. Feldman R.F., Sereda P.J. The model for hydrated Portland cement paste as deduced from sorption-length change and mechanical properties. Mat and Constr. 1:1968;509-520.
13. Wittmann F.H. Interaction of hardened cement paste and water. J Am Ceram Soc. 56(8):1973;409-415.
14. S.D. Wang, Alkaline activation of slag, PhD dissertation, Imperial College of Science, Technology and Medicine, University of London, 1995.
15. Manual of symbols and terminology, appendix 2, part 1. Colloid and Surface Chemistry. J Pure Appl Chem. 31:1972;578.
16. Gjorv O.E., Vennesland O. Diffusion of chloride ions from seawater into concrete. Cem Concr Res. 9(2):1979;229-238.
17. Mehta P.K. Pozzolanic and cementitious by-products as mineral admixtures for concrete - a critical review. Malhotra V.M. Proc. First CANMET/ACI International Conference on Fly Ash, Slag, Silica Fume and Other Natural Pozzolans in Concrete, Montebello, Canada, ACI SP-79. vol. 1:1983;1-46 American Concrete Institute.
18. Glukhovsky V., Zaitsev Y., Pakhomov V. Slag-alkaline cements and concretes - structure, properties, technological and economical aspects of the use. Silic Ind. 10:1983;197-200.
19. Shi C., Day R.L., Wu X., Tang M. Comparison of the microstructure and performance of alkali-slag and Portland cement pastes. Proc. 9th International Congress on the Chemistry of Cement, New Delhi, India. vol. 3:1992;298-304.
20. Hakkinen T. The influence of slag content on the microstructure, permeability and mechanical properties of concrete: Part 2. Technical properties and theoretical examinations. Cem Concr Res. 23(3):1993;518-530.
21. Malolepszy J., Deja J. Effect of heavy metals immobilization on the properties of alkali activated slag mortars. Malhotra V.M. Proc. 5th CANMET/ACI International Conference on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, Milwaukee, USA, ACI SP-153. vol. 2:1995;1087-1102 American Concrete Institute.
22. Shi C., Day C. Alkali-slag cements for the immobilisation of radioactive wastes. Gilliam M., Wiles C.C. Stabilisation and Solidification of Hazardous, Radioactive and Mixed Wastes, ASTM STP-1240. vol. 3:1996;163-173 American Society of Testing and Materials.
23. Deja J., Malolepszy J. Long term resistance of alkali-activated slag mortars to chloride solution. Proc. Third CANMET/ACI Int. Conf. on Durability of Concrete, Nice, France:1994;657-671 American Concrete Institute. Supplementary papers.
24. Shi C. Strength, pore structure and permeability of alkali-activated slag mortars. Cem Concr Res. 26(12):1996;1789-1799.
25. Shimomura T., Maekawa K. Micromechanical model for drying shrinkage of concrete based on the distribution function of porosity. Bazant Z.P., Carol I. Proc. 5th International RILEM Symposium on Creep and Shrinkage of Concrete, Barcelona, Spain:1993;133-139 E & FN Spon, London.
26. Shimomura T., Maekawa K. Analysis of the drying shrinkage behaviour of concrete based on the micropore structure of concrete using a micromechanical model. Mag Concr Res. 49(181):1997;303-322.
27. Shimomura T. Modelling of initial defect of concrete due to drying shrinkage. Proc. CONSEC '98 Concrete Under Severe Conditions, Norway. vol. 3:1998;2071-2083.