Durability Characteristics of Ceramic Waste based Light Weight Concrete


  • Madhumitha. S
  • Dhinakaran. G






Ceramic waste, LECA, sorptivity, porosity


Ceramic waste powder (CWP) is one waste material produced during cutting of ceramic tiles. CWP is rich in silica and alumina and is a fine material. Due to generation of more such waste it is mandatory to make use such material effectively in construction industry to minimize the disposal problem and also to reduce production of cement. Use of such material will minimize the carbon foot print in production stage of concrete. LECA is a light weight expanded clay aggregate could be used as substitute to natural coarse aggregate which is energy intensive. In this study, CWP is partially substituted for cement and LECA is partially substituted for natural coarse aggregate. CWP was used from 10 to 30% and LECA was used from 20 to 40%. All the mix combinations were subjected to durability studies namely sorptivity and porosity to study the effectiveness of enhancement on the performance of admixed light weight concrete. All the tests are performed as per ASTM standards. The durability performance of admixed concrete with ceramic waste and LECA aggregate are compared with results of conventional concrete.




[1] K.M.A. Hossain. Properties of volcanic ash and pumice concrete. IABSE Report, Zurich, Switzerland, 81 (1999) 145–50.K.M.A. Hossain. Properties of volcanic scoria based lightweight concrete. Mag Concr Res 56 (2) (2002) 111–20.

[2] M. Singh and M. Garg. Perlite-based building materials – a review of current applications. Constr Build Mater 5(2) (1991) 75–81.

[3] K.M.A. Hossain. Blended cement using volcanic ash and pumice. Cem Concr Res 33(10) (2003)1601–5.

[4] K.M.A. Hossain, Lachemi M. Development of volcanic ash concrete: strength, durability and micro-structural investigations. ACI Mater J 103(1) (2003) 11–7.

[5] K.M.A. Hossain. Performance of volcanic ash based precast and in-situ blended cement concretes in marine environment. ASCE J Mater Civil Eng 17(6) (2005) 694–702.

[6] K.M.A. Hossain. Performance of volcanic ash and pumice based blended cements in sulfate and sulfate–chloride environments. Adv Cem Res 18(2) (2006) 71–82.

[7] K.M.A. Hossain. Chloride induced corrosion of reinforcement in volcanic ash and pumice based blended cement concrete. Cem Concr Compos 27(3) (2005) 381–90.

[8] K.M.A. Hossain. Volcanic ash and pumice as cement additives: pozzolanic, alkali–silica reaction and autoclave expansion characteristics. Cem Concr Res 35(6) (2005) 1141–4.

[9] De Brito J, Pereira AS, Correia JR. Mechanical behaviour of non-structural concrete made with recycled ceramic aggregates. Cem Concr Compos 27 (2005) 429–33.

[10] Y.Y. Tu T-Y, Chen, Hwang C-L. Properties of HPC with recycled aggregates. Cem Concr Res 36 (2006) 943–50.

[11] M.C. Limbachiya, Leelawat T, Dhir RK. Use of recycled concrete aggregate in high-strength concrete. Mater Struct 33 (2000) 574–80.

[12] A. Ajdukiewicz, Kliszczewicz A. Influence of recycled aggregates on mechanical properties of HS/HPC. Cem Concr Compos 24 (2002) 269–79.

[13] A. Gonzalez, Etxeberria M. Experimental analysis of properties of high performance recycled aggregate concrete. Constr Build Mater 52 (2014) 227–35.

[14] Suzuki M, Seddik Meddah M, Sato R. Use of porous ceramic waste aggregates for internal curing of high-performance concrete. Cem Concr Res 39 (2009) 373–81.

[15] E. Vejmelkova, Keppert M, Rovnanikova P, Ondracˇek M, Keršner Z, Cˇerny´ R. Properties of high performance concrete containing fine-ground ceramics as supplementary cementitious material. Cem Concr Compos 34 (2012) 55–61.

[16] B. Karthikeyan, G. Dhinakaran, Influence of ultra-fine TiO2 and Silicafume on performance of unreinforced and fiber reinforced concrete, Constr. Build Mater. 161, (2018) 570–576.

[17] B. Karthikeyan, G. Dhinakaran, Effect of ultra-fine SiO2 and metakaolin on high strength concrete in aggressive environment, Scientia Iranica Trans. A Civ. Eng. 24 (1) (2017) 1–10.

[18] B. Karthikeyan, G. Dhinakaran, Effect of Grinding on Physico-Mechanical Properties of Ultra-Fine Silica Fume, Asian J. Appl. Sci. 7 (4) (2014) 182–193.

[19] B. Karthikeyan, G. Dhinakaran, Strength and durability studies on High Strength Concrete using ceramic waste powder, Struct. Eng. Mech. 61 (2) (2017) 171–181.

[20] P. Sharmila, G. Dhinakaran, Compressive strength, porosity, and sorptivity of ultra fine slag based high strength concrete, Constr. Build Mater. 120 (3) (2016) 48–53.

[21] P. Sharmila, G. Dhinakaran, Strength and durability of ultra fine slag based high strength concrete, Struct. Eng. Mech. 55 (3) (2015) 675–686.

[22] ACI 211 (1991). (ACI). Standard practice for selecting proportions for normal, heavyweight and mass concrete. American Concrete Institute, Farmington Hills, MI, USA.

[23] ASTM C642-13, Standard Test method for Density, Absorption and voids in Hardened Concrete. American Society for Testing and Materials; West Conshohocken, PA, 2011IS 516: 1959.

[24] ASTM C1585-13, Standard Test method for Measurement of Rate of Absorption of water by Hydraulic Cement Concrete. American Society for Testing and Materials; West Conshohocken, PA, 2011IS 516: 1959.

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How to Cite

S, M., & G, D. (2018). Durability Characteristics of Ceramic Waste based Light Weight Concrete. International Journal of Engineering & Technology, 7(3.12), 369–373. https://doi.org/10.14419/ijet.v7i3.12.16109
Received 2018-07-23
Accepted 2018-07-23
Published 2018-07-20