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IJSTR >> Volume 2- Issue 12, December 2013 Edition

International Journal of Scientific & Technology Research  
International Journal of Scientific & Technology Research

Website: http://www.ijstr.org

ISSN 2277-8616

Experimental Study On Waste Recycled Product (W.R.P.) And Waste Plastic Strips (W.P.S.) As Pavement Sub-Base Material

[Full Text]



Priti Mishra, Jha Ajachi R.B., Mohnish Satrawala, Harsh Amin



Index Terms: Aspect Ratio , CBR , Compressive Strength ,Fibers , High Density Polythene (HDPE), Reinforced earth , Slag ,Waste Plastic Strip (WPS), Waste Recycled product (WRP).



Abstract: The need to fulfill the demands of an increasing population has resulted in rapid industrialization. Subsequently the demand for iron and steel has risen ensuing in setting up of more such industries. The paucity of land has made the disposal of solid waste from these industries an issue of concern. The present work suggests a unique approach of recycling and utilizing the solid waste from the steel industries, called Steel Slag (or WRP) as a pavement sub-base and a highway embankment material. A new material comprising of a matrix of WRP and HDPE strips in which the latter has been used as reinforcement has been developed. The investigations have been carried out by mixing different percentages of HDPE strips cut in the aspect ratios of 2,3and 4 in the WRP.A comparative study of inclusions of such reinforcement has then been made experimentally through Direct Shear, Split Tensile ,Unconfined Compression Strength and CBR tests.



[1] Brown.S.F.,“Repeated load testing of a granular material.”,J.Geotech.Engg.Div.Am.Soc.Civil Engg.,100(7),825-841,(2000)

[2] Cabrera.J.G.andWoolley.G.R, “Steel slag utilization in civil engineering.”, Environmental aspects of construction with waste material, studies in environmental science,Vol.60.Elsevier Science,.Amsterdam.The Netherlands.345-346, (2000)

[3] Collins. R.J. and Ciesielski.S.K.,“ Recycling and use of waste materials and by-products in highway construction.”,Synthesis of highway practice,199.,National Academy Press,Washington.D.C.,(2004)

[4] Emery.J.J.“Slag Utilization in Pavement Construction”,Extending Aggregate Resources,ASTM Special Technique Publication 774,American Society for Testing and Materials, Washington . D.C.,(2008)

[5] Freitag.D.R, “Soil randomly reinforced with fibers.” ,In geotech.Engg.112 (8), 823-825,(2006)

[6] Jalali. S.,Abyaneh.M.Y.and Keedwell.M.J.,“Differential scanning calorimetry tests applied slag-soil stabilization.”,Testing soil mixed with waste or recycled materials,STP 1275,ASTM,West Conshohocken,Pa.,181-191,(2003)

[7] Kamon.M. and Nontananandh. S.,“Combining industrial waste for soil stabilization.”,J.Geotech.Engg.,ASCE,117(1),1-17,(2000)

[8] Kleven.J.R.,Edil.T.B and Benson.C.H.,“Evaluation of excess foundry system sand for use as sub-base materials.”,Proc.79th annual meeting, Transportation Research Board, Washington. D. C, (2000)

[9] Li.D.,Fu,X..and Tang,M.,“Durability study of steel slag”, Cem. Concr. Res., 27(7),983-987,(1997)

[10] Lima. D.C., Bueno. B.S., and Thomasi.L,“The mechanical response of soil reinforced with short synthetic fiber.”,Proc.3rd Int.symp. On environmental geotechnology. Vol.1.868-877, (2006)

[11] National Cooperative Highway Research Program(NCHRP) ,“Slag stabilizes bases and sub-bases.”,Synthesis of Hwy.Pract.No.37,Transportation Research Board, Washington. D.C. (2005)

[12] [12]Parsons,R.L. and Milburn,J.P.,“Engineering behavior of stabilized soils”,Proc.82nd annual meeting,transportation Research Board,Washington,D.C.,(2003)

[13] Rogers.C.D.F.,Glendinning.S.and Roff.T.E.J,“Lime modification of clay soils for construction expediency.”,Geotech.Engg.,London,125(3),242-249,(1997).

[14] Soosan.T.G.,Jose.B.T.and Abraham .B.M.,“Improvement of ground and highway sub-bases using quarry waste.”Proceedings of International seminar on civil engg.,ICCE,2001,IISc.Bangalore,PP.730-737-July(2001)

[15] Tang.M.“An investigation on mineral composition of steel slag”.Research Rep.,Nanjing Institute of Chemical Technology ,Nanjing,China,(2010)

[16] Thome.A., Carraro.J.A.H.,Balvedi.D. and Consoli. N .C., “ Utilization of industrial by-products for soil stabilization and the influence of temperature in the development of pozzolanic reactions.”,Proc. 3rd Int.Congr.On Env. Geotechnics., Balkema, Rotterdam, The Netherlands.721-726,(2001).

[17] Vishwanathan,R. , Saylak,D. and Estakhri,C.,“Stabilization of subgrade soils using steel slag”,Proc.Steel slag utilization symp.,Caer,ky.204-211,(2010)

[18] Wood.S.A., and Marek.C.R.,“Recovery and Utilization of quarry by-products for use in highway construction ,symposium of recovery and effective reuse of discarded materials and by-products for construction of highway facilities”, Federal Highway Administration, Denver,Colorado,(2007)