Utilization of ceramic waste as fine aggregate within Portland cement and fly ash concretes

Abstract The aim of this research work was to investigate the feasibility of using ceramic waste and fly ash to produce mortar and concrete. Ceramic waste fragments obtained from local industry were crushed and sieved to produce fine aggregates. The measured concrete properties demonstrate that while workability was reduced with increasing ceramic waste content for Portland cement concrete and fly ash concrete, the workability of the fly ash concrete with 100% ceramic waste as fine aggregate remained sufficient, in contrast to the Portland cement control concrete with 100% ceramic waste where close to zero slump was measured. The compressive strength of ceramic waste concrete was found to increase with ceramic waste content and was optimum at 50% for the control concrete, dropping when the ceramic waste content was increased beyond 50%. This was a direct consequence of having a less workable concrete. However, the compressive strength in the fly ash concrete increased with increasing ceramic waste content up to 100%. The benefits of using ceramic waste as fine aggregate in concrete containing fly ash were therefore verified.

[1]  Jorge de Brito,et al.  Structural concrete with incorporation of coarse recycled concrete and ceramic aggregates: durability performance , 2009 .

[2]  Nik.D. Oikonomou,et al.  Recycled concrete aggregates , 2005 .

[3]  E. Forssberg,et al.  Influence of fine aggregate characteristics on the rheological properties of mortars , 2008 .

[4]  C. S. Poon,et al.  Properties of self-compacting concrete prepared with recycled glass aggregate , 2009 .

[5]  Velu Saraswathy,et al.  Evaluation of corrosion resistance of Portland pozzolana cement and fly ash blended cements in pre-cracked reinforced concrete slabs under accelerated testing conditions , 2007 .

[6]  N. Rajamane,et al.  Prediction of compressive strength of concrete with fly ash as sand replacement material , 2007 .

[7]  Bashar Taha,et al.  Properties of concrete contains mixed colour waste recycled glass as sand and cement replacement , 2008 .

[8]  A. Neville Properties of Concrete , 1968 .

[9]  Abid Nadeem,et al.  Mechanical and drying shrinkage properties of structural-graded polystyrene aggregate concrete , 2008 .

[10]  P. Devadas Manoharan,et al.  Concrete with ceramic waste aggregate , 2005 .

[11]  S. Kenai,et al.  The use of coarse and fine crushed bricks as aggregate in concrete , 2008 .

[12]  Sun-Kyu Cho,et al.  Effects of Waste PET Bottles Aggregate on the Properties of Concrete , 2005 .

[13]  Ángel Palomo,et al.  Corrosion resistance in activated fly ash mortars , 2005 .

[14]  Jong-Bin Park,et al.  Properties of concrete made with alkali-activated fly ash lightweight aggregate (AFLA) , 2007 .

[15]  İsa Yüksel,et al.  Studies on mortars containing waste bottle glass and industrial by-products , 2008 .

[16]  K. Ramamurthy,et al.  Influence of binders on properties of sintered fly ash aggregate , 2006 .

[17]  Zhang Yunsheng,et al.  Interaction Between Sulfate and Chloride Solution Attack of Concretes With and Without Fly Ash , 2007 .

[18]  F. Bektaş,et al.  Effects of crushed clay brick aggregate on mortar durability , 2009 .

[19]  V. Malhotra,et al.  Fly ash in concrete , 1986 .

[20]  C. Poon,et al.  Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base , 2006 .

[21]  J. de Brito,et al.  Mechanical behaviour of non-structural concrete made with recycled ceramic aggregates , 2005 .

[22]  J. Brito,et al.  Mechanical behaviour of concrete made with fine recycled concrete aggregates , 2007 .

[23]  V. M. Malhotra,et al.  Advances in concrete technology , 1992 .

[24]  Zainab Z Ismail,et al.  Use of waste plastic in concrete mixture as aggregate replacement. , 2008, Waste management.

[25]  Jordi Payá,et al.  Mechanical treatment of fly ashes part II: Particle morphologies in ground fly ashes (GFA) and workability of GFA-cement mortars , 1996 .