journal article·2015-11-20Open access

Decision-making on Increasing Limestone Content of General Purpose Cement

Iman (James) Mohammadi, Warren South

Abstract

Following the publication of the Australian Standard AS 3972, “General purpose and blended (GP) cements” in 2010, a research programme was undertaken to determine the effect, if any, of increasing the maximum permissible mineral addition in Type GP cement. This paper involves the assessment of the variation in standard laboratory concrete properties due to increasing the limestone addition in cement. Workability, bleed water, compressive strength and drying shrinkage of concrete samples with different limestone contents in the range of 5% to 12% were examined. Based on the research results, it is recommended that the maximum allowable mineral addition in Type GP cement be increased from 7.5% to 12%.
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Research context

OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Concrete Properties and Behavior

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Cement Concrete & Aggregates Australia (CCAA).

Research and Technical Services, Cement Concrete & Aggregates Australia (CCAA).

References (38)

Show source-provided references
1. 1) Alunno-Rosetti, V. and Curcio, F., (1997). “A contribution to the knowledge of the properties of portland-limestone cement concretes, with respect to the requirements of european and Italian.” In: Proceedings of the 10th International Congress on the Chemistry of Cement, H. Justnes, 2-6.
2. 2) El Barrak, M., Mouret, M. and Bascoul, A., (2009). “Self-compacting concrete paste constituents: Hierarchical classification of their influence on flow properties of the paste.” Cement and Concrete Composites, 31(1), 12-21.10.1016/j.cemconcomp.2008.10.002 ↗
3. 3) Bentz, D., Irassar, E., Bucher, B. and Weiss, W., (2009). “Limestone fillers conserve cement Part 2: Durability issues and the effects of limestone fineness on mixtures.” Concrete international, 31(12), 35-39.
4. 4) Bentz, D. P., (2006). “Modeling the influence of limestone filler on cement hydration using CEMHYD3D.” Cement and Concrete Composites, 28(2), 124-129.10.1016/j.cemconcomp.2005.10.006 ↗
5. 5) Bosiljkov, V. B., (2003). “SCC mixes with poorly graded aggregate and high volume of limestone filler.” Cement and Concrete Research, 33(9), 1279-1286.10.1016/S0008-8846(03)00013-9 ↗
6. 6) Bouasker, M., Khalifa, N. E. H., Mounanga, P. and Ben Kahla, N,. (2014). “Early-age deformation and autogenous cracking risk of slag-limestone filler-cement blended binders.” Construction and Building Materials, 55, 158-167.10.1016/j.conbuildmat.2014.01.037 ↗
7. 7) Bucher, B., Radlinska, A. and Weiss, J., (2008). “Preliminary comments on shrinkage and shrinkage cracking behavior of cement systems that contain limestone.” In: Concrete Technology Forum. Focus on Sustainable Development.
8. 8) Building Research Establishment - BRE, (1993). “Performance of limestone-filled cements: Report of joint BRE/BCA/cement industry working party.” 28 November 1989.
9. 9) Burgos-Montes, O., Alonso, M. M. and Puertas, F., (2013). “Viscosity and water demand of limestone- and fly ash-blended cement pastes in the presence of superplasticisers.” Construction and Building Materials, 48, 417-423.10.1016/j.conbuildmat.2013.07.008 ↗
10. 10) Cam, H. T. and Neithalath, N., (2010). “Moisture and ionic transport in concretes containing coarse limestone powder.” Cement and Concrete Composites, 32(7), 486-496.10.1016/j.cemconcomp.2010.04.002 ↗
11. 11) Camiletti, J., Soliman, A. M. and Nehdi, M. L., (2014). “Effect of limestone addition on early-age properties of ultra high-performance concrete.” Construction Materials, 167, CM2, 65-78.10.1680/coma.11.00064 ↗
12. 12) Chen, J. J., Kwan, A. K. H. and Jiang, Y., (2014). “Adding limestone fines as cement paste replacement to reduce water permeability and sorptivity of concrete.” Construction and Building Materials, 56, 87-93.10.1016/j.conbuildmat.2014.01.066 ↗
13. 13) Cost, V. T., Knight, G., Wilson, W., Shannon, J. and Howard, I. L., (2013). “Performance of typical concrete mixtures for transportation structures as influenced by portland-limestone cements from five sources.” In: International Concrete Sustainability Conference, San Francisco, 1-11.
14. 14) Detwiler, R. J., (1995). “Effects of cement on high efficiency separators.” PCA R&D Serial No 20, accessed November 9, 2015, from .
15. 15) Dhir, R. K., Limbachiya, M .C., McCarthy, M. J. and Chaipanich, A., (2007). “Evaluation of portland limestone cements for use in concrete construction.” Materials and Structures, 40(5), 459-473.10.1617/s11527-006-9143-7 ↗
16. 16) El-Didamony, H., Salem, T., Gabr, N. and Mohamed, T., (1995). “Limestone as a retarder and filler in limestone blended cement.” Ceramics, 39(1), 15-19.
17. 17) Githachuri, K. and Alexander, M. G., (2013). “Durability performance potential and strength of blended Portland limestone cement concrete.” Cement and Concrete Composites, 39, 115-121.10.1016/j.cemconcomp.2013.03.027 ↗
18. 18) Heikal, M., Helmy, I., El-didamony, H. and El-raoof, F., (2004). “Electrical properties, physico-chemical and mechanical characteristics of fly ash-limestone-filled pozzolanic cement.” Ceramics, 48(2), 49-58.
19. 19) Hooton, R., 1990, Effects of carbonate additions on heat of hydration and sulfate resistance of Portland cements, ASTM STP 1064, Philadelphia, American Society for Testing and Materials
20. 20) Kakali, S., Tsivilis, J., Tsantilas, C., Chaniotakis, E. and Sakellariou., A., (2002). “Gas and water permeability of limestone cement concrete with varying limestone content.” In: Innovations and Developments in Concrete Materials and Construction, Dundee, Scotland, U K, p. 193.
21. 21) Kwan, A. K. H. and Chen, J. J., (2012). “Adding limestone fines to reduce heat generation of curing concrete.” Magazine of Concrete Research, 64(12), 1101-1111.10.1680/macr.11.00193 ↗
22. 22) Marzouki, A., Lecomte, A., Beddey, A., Diliberto, C. and Ben Ouezdou, M., (2013). “The effects of grinding on the properties of Portland-limestone cement.” Construction and Building Materials, 48, 1145-1155.10.1016/j.conbuildmat.2013.07.053 ↗
23. 23) McKinley, M., Kwan, A .K. H. and Chen, J.-J., (2013). “Adding limestone fines as cement paste replacement to reduce shrinkage of concrete.” Magazine of Concrete Research, 65(15), 942-950.10.1680/macr.13.00028 ↗
24. 24) Meddah, M. S., Lmbachiya, M. C. and Dhir, R. K., (2014). “Potential use of binary and composite limestone cements in concrete production.” Construction and Building Materials, 58, 193-205.10.1016/j.conbuildmat.2013.12.012 ↗
25. 25) Mehta, P. and Aitcin, P., (1990). “Microstructural basis of selection of materials and mix proportions for high-strength concrete.” ACI Special Publication, 121, 265-286.
26. 26) Mohammadi, J., South, W. and Chalmers, D., (2015). “Towards a More Sustainable Australian Cement and Concrete Industry.” In: Proceedings of the 27th Biennial National Conference of the Concrete Institute of Australia in conjunction with the 69th RILEM Week ‘Construction Innovations, Research into Practice’, Concrete Institute of Australia, Melbourne, Australia, 596-603.
27. 27) NCHRP, (2008). “Specifications and protocols for acceptance tests on processing additions in cement manufacturing.” Report 607, National Cooperative Highway Research Program, Washington D.C, accessed November 9, 2015, from .
28. 28) Schmidt, M., Harr, K. and Boeing, R., (1993). “Blended cement according to Env 197 and experiences in Germany.” Cement, Concrete and Aggregates, 45(2), 156-17610.1520/CCA10603J ↗
29. 29) Skaropoulou, A., Kakali, G. and Tsivilis, S. (2012). “Thaumasite form of sulfate attack in limestone cement concrete: The effect of cement composition, sand type and exposure temperature.” Construction and Building Materials, 36, 527-533.10.1016/j.conbuildmat.2012.06.048 ↗
30. 30) Sprung, S. and Siebel, E., (1991). “Assessment of the suitability of limestone for producing Portland limestone cement (PKZ).” Zement-Kalk- Gips, 44, 1-11.
31. 31) Tennis, P. D., Thomas, M. D. and Weiss, J., (2011). “State-of-the-art report on use of limestone in cements at levels of up to 15 %.” Illinois, accessed November 9, 2015, from .
32. 32) Thomas, M. D. A., Hooton, D., Cail, K., Smith, B. A., De Wal, J. and Kazanis, K. G., (2010). “Field trials of concretes produced with portland limestone cement.” Concrete international, 35, 35-41.
33. 33) Tsivilis, S, Batis, G, Chaniotakis, E, Grigoriadis, G. and Theodossis, D. (2000)., “Properties and behavior of limestone cement concrete and mortar.” Cement and Concrete Research, 30, 1679-1683.10.1016/S0008-8846(00)00372-0 ↗
34. 34) Tsivilis, S., Tsantilas, J., Kakali, G., Chaniotakis, E. and Sakellariou, A., (2003). “The permeability of Portland limestone cement concrete.” Cement and Concrete Research, 33(9), 1465-1471.10.1016/S0008-8846(03)00092-9 ↗
35. 35) Voglis, N., Kakali, G., Chaniotakis, E. and Tsivilis, S. (2005). “Portland-limestone cements. Their properties and hydration compared to those of other composite cements.” Cement and Concrete Composites, 27(2), 191-196.
36. 36) World Business Council for Sustainable Development - WBCSD, (2012). “The cement sustainability initiative - 10 years of progress, Geneva, accessed November 9, 2015, from .
37. 37) World Business Council for Sustainable Development - WBCSD/IEA, (2009). Cement Technology Roadmap, Geneva, accessed November 9, 2015, from .
38. 38) Yu, R., Spiesz, P. and Brouwers, H. J. H., (2015). “Development of an eco-friendly ultra-high performance concrete (UHPC) with efficient cement and mineral admixtures uses.” Cement and Concrete Composites, 55, 383-394.10.1016/j.cemconcomp.2014.09.024 ↗