Investigation on the Properties of Non Conventional Bricks

A.R. Dar*, S.K. Verma**, Deepankar Kumar Ashish***, M. Adil Dar****
*Professor & Head of Department of Civil Engineering, National Institute of Technology, Srinagar, J&K, India.
**Associate Professor, Department of Civil Engineering, PEC University of Technology, Chandigarh, India
***Research Scholar, Civil Engineering, PEC University of Technology, Chandigarh, India.
****M.Tech. Scholar, Structural Engineering, Kurukshetra University, Haryana, India.
DOI : https://doi.org/

Abstract

Processing and utilization of industrial waste and the development of new building materials is being given the top priority in the program of building research all over the world. This is important for achieving maximum disposal of wastes and conservation of scarce resources and materials. The non conventional bricks produced were about 29% lighter than conventional clay bricks. The non conventional bricks manufactured possessed compressive strength higher than clay bricks. This exceeds the best of load carrying clay bricks available and is several times better than acceptable commercially available common clay bricks. Other important characteristics of the non conventional bricks have been evaluated too. The values of these characteristics for non conventional bricks are excellent and have exceeded those pertaining to clay bricks. Moreover, non conventional bricks have been produced with a naturally occurring reddish colour similar to that of normal clay bricks. The new bricks and process have been patented. This paper presents the results of testing and the advantages gained by this type of bricks over conventional clay bricks. In this study, the effects of nonconventional material on the properties of bricks are studied and the behaviour of nonconventional bricks is compared with conventional burnt clay bricks. Generally bricks are made by top fertile agricultural soil but by using nonconventional material, 26 % of top fertile agricultural soil is saved.The various properties of nonconventional bricks like absorption, hardness, efflorescence, soundness, shape and size, crushing strength and basic compressive strength of the prism using different mortar mixes normally 1 : 3, 1 : 4 and 1 : 5 cement-sand mortar were studied.

Keywords

Keywords: Prism, Brick Masonry, Mortar, Industrial Waste, New Building Materials, Scarce Resources, Fertile Soil Safety, Lighter Weight.

How to Cite this Article?

Dar, A.R., Verma, S.K., Ashish, D.K., Dar, M.A. (2015). Investigation on the Properties of Non Conventional Bricks. i-manager’s Journal on Structural Engineering, 3(4), 26-35.

References

[1]. Saibulatov S. (1984). “Working Properties of Ash Ceramic Materials for Building Purpose”, Glass Ceramics, Vol.41, No. 9, pp 407-409.
[2]. Zhang Ji-ru and CAO Xing (2002). “Stabilization of Expansive Soil byLime and Fly Ash”, Journal of Wuhan University of Technology – Materials Science Edition, Vol. 17, No. 4, pp 73-77.
[3]. V Karthikeyan and M Ponni (2006). “An Experimental Study of Utilization of Fly Ash for Manufacturing of Bricks”, 22nd National Conference of Architectural Engineers Trichur.
[4]. Tuncer B. Edil, M.ASCE; Hector A. Acosta, M.ASCE; and Craig H. Benson,M.ASCE (2006). “Stabilizing Soft Fine- Grained Soils with Fly Ash”, Journal of Materials in Civil Engineering, Vol.18, No. 2, pp. 283-294.
[5]. Dr. Robert M. Brooks (2009). “Soil Stabilization with Fly Ash and Rice HuskAsh”, International Journal of Research and Reviews in Applied Sciences, Vol.1, No. 3, pp 209-217.
[6]. J. N. Akhtar, J. Alam and M. N. Akhtar (2010). “An Experimental Study on Fibre Reinforced Fly Ash Based Lime Bricks”, International Journal of the Physical Sciences, Vol. 5, No. 11, pp 1688-1695.
[7]. Kolay, P.K., Sii, H. Y. and Taib, S.N.L. (2011). “Tropical Peat SoilStabilization using Class F Pond Ash from Coal Fired Power Plant ”, International Journal of Civil and Environmental Engineering, Vol. 3, No. 2, pp 79-83.
[8]. Om Prakash (1990). “Utilization of Pulverized (Fertilizer Plant) Fly Ash asLow-Cost Bricks and Construction Material” M. Tech. Thesis Submitted to MNREC, Allahabad.
[9]. Choubey, U.B., Gupta, U., and Mayadasani, A., (1999). “An Experimental Study of Flexural Tensile Strength of Calcium Silicate Brick Masonry”, Journal of Structural Engineering, Madras, Vol. 26, No. 2.
[10]. Choubey, U.B. and Sinha, S.N., (1994). “Cyclic Response of Infilled Frames”, Journal of Structural Engineering, Madras, Vol. 21, No. 3, pp 203-211.
[11]. Nazar, M., and Sinha, S.N., (2007). “Behaviour of Interlocking grouted stabilized sand fly ash brick masonry under uni-axial cyclic compressive loading”, Journal of Material in Civil Engineering, Vol.19, pp.947-956.
[12]. E. Reyes et. al. (2008). “Cohesive Crack model for mixed mode fracture of brick masonry” Springer.
[13]. Narnia, K.S. and Sinha, S.N. (1989). “Behaviour of brick masonry Under Cyclic Compressive Loading”. Journal of Construction Engineering and Management, ASCE, Vol.115, pp 1432-1445.
[14]. IS: 3495 (Part 1 and 2)-1992, “Methods of tests of Burnt Clay Building Bricks-Specification”, Bureau of Indian Standards, New Delhi.
[15]. IS: 1905-1987 “Code of Practice for Structural use of Unreinforced Masonry (Third revision)”.
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