Assessment of Basaltic Aggregate and Stone Chips In Indian Context

Assessment of Basaltic Aggregate and Stone Chips In Indian Context

  ijett-book-cover  International Journal of Engineering Trends and Technology (IJETT)          
  
© 2013 by IJETT Journal
Volume-4 Issue-8                      
Year of Publication : 2013
Authors : Mayur Shantilal Vekariya , Prof. Jayeshkumar Pitroda

Citation 

Mayur Shantilal Vekariya , Prof. Jayeshkumar Pitroda. "Assessment of Basaltic Aggregate and Stone Chips In Indian Context". International Journal of Engineering Trends and Technology (IJETT). V4(8):3488-3494 Jul 2013. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group.

Abstract

The producing useful shape of stone the various stone wastes are coming out from the various processes in stone industries. From the prelim inary waste named as stone chips, due to minimum cost it is taken out to replace the natural basaltic coarse aggregate utilization in concrete. In current time nat ural basaltic aggregate are using and as it is costly so it’s require to replace by stone waste such as stone chips conserves basaltic aggregate reduces the impact on landfills and for sustainable development. Decreases energy consumption and can provide cost savings also . Stone waste as aggregates are the materials for the future. This research paper reports the basic properties of stone chips aggregates. It also compares these properties with natural basaltic aggregates. Basic changes in both type of aggregate properties were determined by various test as per require IS code, thus, it is a suitable to use Stone Chips as coarse aggregate or pa rtial replacement with natural Basaltic coarse Aggregate

References

[1] Ammary, B., 2007. Clea n cutting stone industry. International Journal of Environment and Waste Management, 1 (2/3): 106 - 112.
[2] Arslan E. I Il , Aslan Sibel, Ipek Ubeyde, Altun Samet, Yazicio lu Salih, 2005, Physico - chemical treatment of marble processing wastewater and the recyc ling of its sludge, Waste Management & Research, 23( 6): 550 - 559.
[3] Balasubramanian J., Sabumon C., john U. Lazar ,And ilangovanR.,1995, Reuse of textile effluent treatment plant sludge in buildingmaterials, journal of materials processing technology 48 (1 - 4) : 379 – 384.Weng, C., Lin, D. and Chiang, P., 2003. Utilization o f sludge as brick materials. Advances in Environmental Research, 7 (3): 679 - 685
[4] Colangelo F., Marroccoli M., and Cioffi R., Properties of self - leveling concrete made with industrial wastes. Conference on use of building materials in building structures, No vember,2004, Barcelona , Spain
[5] Colombo A. , Tunesi A., Barberini V., Galimberti L., Cavallo A.,chemical and mineralogical characterization of cutting process sludge ,exploitation of sludge from stone wo rking synthesis of the research ,accessed 2008,http://w ww.aigt.ch/ download/ rapporto_INTERREGen.pdf .
[6] Dr.T.Sekar, N.Gane san & Dr.NVN.Nampoothiri (2011) ,“ Studies on strength characteristics on utilization of waste materials as coarse aggregate in concrete ”, International Journal of Engineering Science and Technology,Volume 3 No 7, 2011.
[7] G.Murali, K.R.Jayavelu, N.Jeevitha, M.Rubini and N.R.Saranya “ Experimental Investigation On Concrete With Partial Replacement Of Coarse Aggregate ” International Journal of Engineering Research and ApplicationsVol. 2, Issue 2,Mar - Apr 2012, pp.314 - 319.
[8] Hansen, T. C. and Begh, E., „Elasticity and drying shrinkage of recycled aggregate concrete?, Journal of American Concrete Institute , 82
[9] Hasaba, S., Kawamura, M., KazuyukI,T. and Kunio,T., „Drying shrinkage and durability of concrete made from recycled concrete aggregates?, Transactions of Japan Concrete Institute, Tokyo, Vol 3, 1981, pp.55 - 60.
[10] IS 10262:2009, recommended guidelines for concrete mix Design, BIS. New Delhi, Indi a, 2009.
[11] IS 2386 - 1963 – PART I - PARTICLE SIZE AND SHAPE
[12] IS 2386 - 1963 – PART Ill - SPECIFIC GRAVITY, DENSITY, VOIDS„RAIO, ABSORPTlON AND BULKING
[13] IS 456 - 2000, Plain and Reinforc ed Concrete - Code of practice ( fourth revision , BIS. New Delhi.
[14] IS: 383 - 1970, Speci fication for Coarse and Fine Aggregates from natural sources for concrete (Second revision).
[15] K. Muthusamy and N. A. Sabri, “cockle shell: a potential partial coarse aggregate replace ment, International Journal of Science, Environment and Technology, Vol. 1, No 4, 2012, 260 – 267
[16] M.S. Shetty. Concrete Technology, B ook
[17] Mamta Rajgor, Jayeshkumar Pitroda, ” Stone Sludge: Economical Solution for Manufacturing of Bricks” International Journal of Innovative Technology and Exploring Engineering (IJITEE) ISSN: 227 8 - 3075, Volume - 2, Issue - 5, April 2013 pp. 648 - 652, 1985
[18] Tu T, Chen Y, Hwang C (2006). “ Properties of HPC with recycled aggregates” . Cem. Concr. Res., 36(5): 943 – 950.
[19] VeeraReddy.M (2010), “ Investigations on stone dust and ceramic scrap as aggregate replacement in concrete ”, International journal of civil and struct ural engineering Volume 1, No 3 ,ISSN 0976 – 4399.

Keywords
Stone Chips(kota stone/ Granite / Marble) , Natural Basaltic Aggregate , Properties