American Journal of Civil Engineering and Architecture
ISSN (Print): 2328-398X ISSN (Online): 2328-3998 Website: http://www.sciepub.com/journal/ajcea Editor-in-chief: Dr. Mohammad Arif Kamal
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American Journal of Civil Engineering and Architecture. 2013, 1(5), 112-116
DOI: 10.12691/ajcea-1-5-5
Open AccessArticle

Ceramic Dust as Construction Material in Rigid Pavement

Electricwala Fatima1, Ankit Jhamb1 and Rakesh Kumar1,

1Civil Engineering Department, S.V. National Institute of Technology Surat, Gujarat, India

Pub. Date: August 02, 2013

Cite this paper:
Electricwala Fatima, Ankit Jhamb and Rakesh Kumar. Ceramic Dust as Construction Material in Rigid Pavement. American Journal of Civil Engineering and Architecture. 2013; 1(5):112-116. doi: 10.12691/ajcea-1-5-5

Abstract

Ceramic dust is produced as waste from ceramic bricks, roof and floor tiles and stoneware waste industries. Concrete (M35) was made by replacing % (up to 30%) of cement (OPC 53) grade with ceramic dust (passing 75µm) shows good workability, compressive strength, split-tensile strength, flexural strength and elastic modulus. In this experimental investigation, concrete specimens were tested at different age for different mechanical properties. The results show that with water – cement ratio (0.46), core compressive strength increase by 3.9% to 5.6% by replacing 20% cement content with ceramic dust. It was observed that no significant change in flexural strength and split-tensile strength when compared to the conventional concrete.

Keywords:
ceramic dust cement rigid pavement flexural test

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References:

[1]  Nataraj, M.C., Nagaraj, T.S., Reddy, A., “proportioning concrete mixex with quarry wastes” Cem Conct Aggregate 23(2): 81-88, 2001.
 
[2]  Hanifi Binici, “Effect of crushed ceramic and basaltic pumice as fine aggregates on concrete mortars properties” Construction and Building Materials 21 1191-1197, 2007.
 
[3]  C. Medina, M.I, Sanchez, M. Frias, “Reuse of sanitary waste as coarse aggregate in eco- efficient concretes”, cement and concrete composites 34, 48-54, 2012.
 
[4]  Asokan Pappu, Mohini S., Shyam R.A., “Solid waste generation in India and their recycling potential in building material”, building and environment, 42, 2311-2320, 2007.
 
[5]  Pincha Torkittikul, Arnon Chaipanich, “Utilization of ceramic waste as fine aggregate within portland cement and fly ash concretes”, cement and concrete composites 32, 440-449,2010.
 
[6]  RM. Senthamarai, P. Devadas Manoharan, “Concrete with ceramic waste aggregate” Cement & Concrete Composites, 27,910-913, 2005.
 
[7]  Nuran Ay, Mevlut Unal “The use of waste ceramic tile in cement production”, Cement and Concrete Research 30 497-499, 2000.
 
[8]  RM. Senthamarai, P. Devadas Manoharan, D, Gobinath, “Concrete made from ceramic industry waste: durability properties” construction and building materials, 25, 2413-2419, 2011.
 
[9]  Venkatesha, M.C., Nawraj, B., A critical review of concrete road construction practice in India, 73 (3), 2012.
 
[10]  Gomes, M., de Brito, J. Structural concrete with incorporation of coarse recycled concrete and ceramic aggregates: durability performance. Materials and Structures, 42(5), 663-675, 2009.
 
[11]  Silva,J.,de Brito, J., Veiga R. Fine ceramics replacing cement in mortars partial replacement of cement with fine ceramics in rendering mortars. Mater Struct. 41, 1334-44, 2008.
 
[12]  Binici, H. Effect of crushed ceramic and basaltic pumice as fine aggregates on concrete mortars properties. Construction and Building Materials, 21 (6) 1191-1197, 2007.
 
[13]  Frías, M., Rodríguez, O., Vegas, I. & Vigil, R. Properties of Calcined Clay Waste and its Influence on Blended Cement Behavior. Journal of the American Ceramic Society, 91(4), 1226-1230, 2008.
 
[14]  Guerra, I.; Vivar, I.; Llamas, B.; Juan, A.; Morán, J. M. Eco- efficient concretes: The effects os using recycled ceramic material from sanitary installations on the mechanical properties of concrete. Waste Management, 29 (2),2009).
 
[15]  Koyuncu, H.; Guney, Y.; Yilmaz, G.; Koyuncu, S.; Bakis, R. Utilization of ceramic wastes in the construction sector. Key Engineering Materials, 264-268, 2004.
 
[16]  Senthamarai, RM.; Devadas Manhoharan, P. Concrete with ceramic waste aggregate. Cement and Concrete Composites, 27(9-10) 910-913, 2005.
 
[17]  F. Pacheco-Torgal, S. Jalali “Reusing ceramic wastes in concrete” Construction and Building Materials 24:832-838,2010.
 
[18]  A.U. Ravi Shankar, H.V. Venkata Krishna & S.N. Suresh, “Concrete mix design aspects using flyash for rigid pavement for rural roads” Indian Highways, pg. no. 20-21, 2005.
 
[19]  IS: 456:2000, Indian Standard Code for Plain and reinforced concrete-code of practice, 4th Revision, BIS, New Delhi, 2000.
 
[20]  IS: 3812: 1998 specifications for fly ash for use as pozzolana and admixture, 4th Revision, BIS, New Delhi, 2009.
 
[21]  BIS 12269: 1987 Specification for 53 grade ordinary Portland cement 5th Revision, BIS, New Delhi, 1987.
 
[22]  BIS 383: 1970 Course and fine aggregate from natural sources for concrete 9th Revision, BIS, New Delhi, 1970.
 
[23]  IRC, 58-2012, Guidelines for the design of plain jointed rigid pavements for highway (Third revision), 2012.