The Effects of SCMs on the Mechanical Properties and Durability of Fibre Cement Plates
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32827
The Effects of SCMs on the Mechanical Properties and Durability of Fibre Cement Plates

Authors: Ceren Ince, Berkay Z. Erdem, Shahram Derogar, Nabi Yuzer

Abstract:

Fibre cement plates, often used in construction, generally are made using quartz as an inert material, cement as a binder and cellulose as a fibre. This paper, first of all, investigates the mechanical properties and durability of fibre cement plates when quartz is both partly and fully replaced with diatomite. Diatomite does not only have lower density compared to quartz but also has high pozzolanic activity. The main objective of this paper is the investigation of the effects of supplementary cementing materials (SCMs) on the short and long term mechanical properties and durability characteristics of fibre cement plates prepared using diatomite. Supplementary cementing materials such as ground granulated blast furnace slug (GGBS) and fly ash (FA) are used in this study. Volume proportions of 10, 20, 30 and 40% of GGBS and FA are used as partial replacement materials to cement. Short and long term mechanical properties such as compressive and flexural strengths as well as sorptivity characteristics and mass were investigated. Consistency and setting time at each replacement levels of SCMs were also recorded. The effects of using supplementary cementing materials on the carbonation and sulphate resistance of fibre cement plates were then experimented. The results, first of all, show that the use of diatomite as a full or partial replacement to quartz resulted in a systematic decrease in total mass of the fibre cement plates. The reduction of mass was largely due to the lower density and finer particle size of diatomite compared to quartz. The use of diatomite did not only reduce the mass of these plates but also increased the compressive strength significantly as a result of its high pozzolanic activity. The replacement levels of both GGBS and FA resulted in a systematic decrease in short term compressive strength with increasing replacement levels. This was essentially expected as the total rate of hydration is much lower in GGBS and FA than that of cement. Long term results however, indicated that the compressive strength of fibre cement plates prepared using both GGBS and FA increases with time and hence the compressive strength of plates prepared using SCMs is either equivalent or more than the compressive strength of plates prepared using cement alone. Durability characteristics of fibre cement plates prepared using SCMs were enhanced significantly. Measurements of sopritivty characteristics were also indicated that the plates prepared using SCMs has much lower water absorption capacities compared to plates prepared cement alone. Much higher resistance to carbonation and sulphate attach were observed with plates prepared using SCMs. The results presented in this paper show that the use of SCMs does not only support the production of more sustainable construction materials but also enhances the mechanical properties and durability characteristics of fibre cement plates.

Keywords: Diatomite, fibre, strength, supplementary cementing materials.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1107515

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2195

References:


[1] R. Shen, Z. Lin, Y. Zhang, “The development of non-asbestos fibre cement products in China,” 10th International Inorganic-Bonded Fibre Composites Conference, 68-78, (2006).
[2] C.G. Hoyos, E. Cristia and A. Vazquez, “Effect of cellulose microcrystalline particles on properties of cement based composites,” Materials and Design, 51, 810-818, (2013).
[3] R. Jarabo, E. Fuente, M.C. Monte, H. Savastano Jr, P. Mutje and C. Negro, “Use of cellulose fibres from hemp core in fibre cement production. Effect on flocculation, retention, drainage and product properties,” Industrial Crops and Products, 39, 89-96, (2012).
[4] M. Bentchikou, A. Guidoum, K. Scrivener, K. Silhadi and S. Hanini, “Effect of recycled cellulose fibres on the properties of lightweight cement composite matrix,” Construction and Building Materials, 34, 451-456, (2012).
[5] N. Degirmenci and A. Yılmaz, “Use of diatomite as partial replacement for Portland cement in cement mortars,” Construction and Building Materials, 23, 284-288, (2009).
[6] A. A. Ramezanianpour, S. Atarodi, M. Sami, “Durability of concretes containing ground granulated blast furnace GGBS against sulphate attack,” Third International Conference on Sustainable Construction Materials and Technologies
[7] S. P. Sangeetha, P. S. Joanna, “Flexural Behaviour of Reinforced Concrete Beams with Partial Replacement of GGBS,” American Journal of Engineering Research (AJER) e-ISSN: 2320-0847 p-ISSN : 2320- 0936, Volume-03, Issue-01, pp:119-127
[8] M. Soman and K. Sobha, “Strength and Behaviour of High Volume Fly Ash Concrete,” International Journal of Innovative Research in Science, Engineering and Technology, Vol. 3, Issue 5, May 2014, Pp 12416- 12424.
[9] S. Arivalagan, “Sustainable Studies on Concrete with GGBS as a Replacement Material in Cement” Jordan Journal of Civil Engineering, Volume 8, No. 3, 2014, Pp 263-270
[10] A.H.L. Swaroop, K. Venkateswararao, P Kodandaramarao, “Durability Studies On Concrete With Fly Ash & GGBS,” International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622, Vol. 3, Issue 4, Jul-Aug 2013, pp.285-289 285
[11] BSI (2005) EN 450-1:2005 “Fly ash for concrete. Definition, specifications and conformity criteria,” BSI, London, UK.
[12] BSI (2006) EN 15167-1:2006, “Ground granulated blast furnace slag for use in concrete, mortar and grout. Definitions, specifications and conformity criteria,” BSI, London, UK.
[13] C. Ince, M.A. Carter, M.A. Wilson, N.C. Collier, A. El-Turki, R.J. Ball, G.C. Allen, “Factors Affecting the Water Retaining Characteristics of Lime and Cement Mortars in the Freshly-Mixed State,” Mater. Struct. 44(2), 2011, 509-516.
[14] BSI (1999) EN 1015-3:1999. “Methods of test for mortar for masonry. Determination of consistence of fresh mortar (by flow table)”. BSI, London, UK.
[15] BSI (2005) EN 196-3:2005 +A1:2008. “Methods of testing cement. Determination of setting times and soundness,” BSI, London, UK.
[16] BSI EN 14630:2006, “Products and systems for the protection and repair of concrete structures. Test methods. Determination of carbonation depth in hardened concrete by the phenolphthalein method.” ISBN 0580 496228.