Effect of Fine-Ground Ceramic Admixture on Early Age Properties of Cement Paste
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32807
Effect of Fine-Ground Ceramic Admixture on Early Age Properties of Cement Paste

Authors: Z. Pavlík, M. Pavlíková, P. Volfová, M. Keppert, R. Černý

Abstract:

Properties of cement pastes with fine-ground ceramics used as an alternative binder replacing Portland cement up to 20% of its mass are investigated. At first, the particle size distribution of cement and fine-ground ceramics is measured using laser analyser. Then, the material properties are studied in the early hardening period up to 28 days. The hydration process of studied materials is monitored by electrical conductivity measurement using TDR sensors. The changes of materials- structures within the hardening are observed using pore size distribution measurement. The compressive strength measurements are done as well. Experimental results show that the replacement of Portland cement by fine-ground ceramics in the amount of up to 20% by mass is acceptable solution from the mechanical point of view. One can also assume similar physical properties of designed materials to the reference material with only Portland cement as binder.

Keywords: Fine-ground ceramics, cement pastes, early age properties, mechanical properties, pore size distribution, electrical conductivity measurement.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1331827

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1541

References:


[1] B. B. Sabir, S. Wild, J. Bai, "Metakaolin and calcined clays as pozzolans for concrete: a review", Cement Concrete Comp., vol. 23, pp. 441-454, 2001.
[2] A. E. Lavat, M. Trezza, M. Poggi, "Characterization of ceramic roof tile wastes as pozzolanic admixture", Waste Manage., vol. 29, pp. 1666- 1674, 2009.
[3] R. D. Toledo Filho, J. P. Goncalves, B. B. Americano, E. M. R. Faibraim, "Potential for use of crushed waste calcined-clay brick as a supplementary cementitious material in Brazil", Cement Concrete Res., vol. 37, pp. 1357-1365, 2007.
[4] E. Vejmelková, R. ČernÛ, M. Ondráček, M. Sedlmajer, "Fine-Ground Ceramics as Alternative Binder in High Performance Concrete", High Performance Structures and Materials V, Southampton: WIT Press, , p. 91-98, 2010.
[5] Z. Pavl├¡k, M. Jiři─ìkov├í, R. ─îern├¢, H. Sobczuk, Z. Suchorab, "Determination of Moisture Diffusivity Using the Time Domain Reflectometry (TDR) Method", J. Build. Phys., vol. 30, p. 59-70, 2006.
[6] Z. Pavlík, L. Fiala, R. ČernÛ, H. Sobczuk, Z. Suchorab, "Application of TDR Method for Determination of Moisture Content in Calcium Silicate", Roczniki Inźynierii Budowlanej, vol. 6, p. 97-100, 2006.
[7] ─îSN EN 12390-3, Testing of hardened concrete - Part 3: Compressive strength. Czech Standardization Institute, Prague, 2002.
[8] V. Nagy, L. M. Vas, "Pore Characteristics Determination with Mercury Porosimetry in Polyester Stample Yarns", Fibres Text. East. Eur., vol. 13, pp. 21-26, 2005.
[9] E. W. Washburn, "The Dynamics of Capillary Flow", Phys. Rev., vol. 17, pp. 273 - 283, 1921.