Effect of cement kiln dust and polypropylene fibre on geotechnical properties of clayey soil

  IJETT-book-cover  International Journal of Engineering Trends and Technology (IJETT)          
  
© 2019 by IJETT Journal
Volume-67 Issue-12
Year of Publication : 2019
Authors : Mohd.Arif dar, Ali Mohd Dar, Anoop Sharma
DOI :  10.14445/22315381/IJETT-V67I12P202

Citation 

MLA Style: Mohd.Arif dar, Ali Mohd Dar, Anoop Sharma  "Effect of cement kiln dust and polypropylene fibre on geotechnical properties of clayey soil" International Journal of Engineering Trends and Technology 67.12 (2019):5-9.

APA Style:Mohd.Arif dar, Ali Mohd Dar, Anoop Sharma. Effect of cement kiln dust and polypropylene fibre on geotechnical properties of clayey soil  International Journal of Engineering Trends and Technology, 67(12),5-9.

Abstract
Now a days there is immense problem to harmless disposal of industrial wastes. Lot of waste resources are non-biodegradable so they make a environmental contaminated in the locality. Some studies show that in earlier period, manufacturing wastes can be used successfully in road construction. In the process of road making, the use of unwanted materials is based on some industrial, monetary and ecological criteria. Like India is a rising country and has a vast network of manufactories that are positioned in different parts of the country and may more are to establish in next few years. Industrial wastes are formed in huge amount from these industries in thousand tons. The disposal and pollution problems may be controlled by suitably utilizing the waste materials in construction sites. It is very crucial to test the materials properly and to build up a methodology and specifications, to increase the utilization of the industrial wastes for their successful use in road construction. This paper describes the use of cement kiln dust and polypropylene fibre for soil stabilization. Standard proctor test, California bearing ratio test , UCS tests were carried out . The fraction of polypropylene fibre used in this paper is 1.00%,1.50%, and 2.00% along with fixed value of CKD 8%. The different percentage were determined which showed considerable enhancement in the strength of treated soil. The maximum value of C.B.R. is at 08% CKD and polypropylene fibre 2% . additional increase in ratio of polypropylene fibre the C.B.R. value decreases. The UCS value increases considerably with inclusion of CKD and polypropylene fibre Experiment results show polypropylene fibre and cement kiln dust enhances the strength properties of soil along with use of economical materials and also solves the environment problem.

Reference

[1] Lacuo ture, A.an d Go nzalez, H,(1 9 95 ), “Usage of Orga nic Enzymes for the stabilization of Natural base soils and sub bases in Bagota”, Pontificia Universidad Jevariana, Faculty of Engineering.
[2] “Effect of Terrazyme usage on increase of CBR” Technical report by Soil Mechanics Laboratory, National Road Department, Thailand, 1996
[3] Sureka Naagesh and Gangadhara. S (2010), Swelling Properties of Bio-enzyme Treated Expansive soil, International Journal of Engineering Studies, Volume 2, Number 2, pp. 155–159
[4] Faisal Ali “Stabilization of Residual Soils Using Liquid Chemical”(2012)Civil Engineering Department, Faculty of Engineering, National Defense University of Malaysia, Kuala Lumpur, Malaysia
[5] Agarwal, P., and Kaur, S. (2014), “Effect of Bio Enzyme Stabilization on Unconfined Compressive Strength of Expansive
[6] M B Mgangira 2010“evaluation of the effects of enzymebased liquid chemical stabilizers on sub-grade soils” CSIR, Built Environment, Pretoria.
[7] A.U.Ravi Shankar, Harsha rai & Ramesha Mithanthayal.,(2009), “Bio enzymatic stabilized lateritic soil as a highway material” Journal of the Indian Roads Congress.
[8] Greeshma Nizy Eujine, Lamato T. Somervel, Dr S.Chandrakaran , Dr. N.Sankar , (2014)”Enzyme Stabilization of High Liquid Limit Clay” Vol.19 6995, Electronic Journal of Geotechnical Engineering.
[9] Vijay Rajoria, Suneet Kaur, (2014) “A Review on Stabilization of Soil Using Bio – Enzyme”, Vol. 03, 2321- 7308, International Journal of Research in Engineering and Technology.
[10] IS 2720 (Part III) (1980) “Determination of Specific gravity” Bureau of Indian Standards, Manak Bhavan, New Delhi .
[11] IS 2720 (Part IV) (1975) “Determination of Grain Size” Bureau of Indian Standards, Manak Bhavan, New Delhi.
[12] IS 2720 (Part V) (1985) “Determination of Liquid and Plastic limit” Bureau of Indian Standards, Manak Bhavan, New Delhi.
[13] IS 2720 (Part VII) (1980) “Determination of Moisture content and Dry density” Bureau of Indian Standards, Manak Bhavan, New Delhi.
[14] IS 2720 (Part XVI) (1979) “Determination of California Bearing Ratio “Bureau of Indian Standards, Manak Bhavan, New Delhi. 0

Keywords
Clayey Soil, CKD, PP Fibre, Soil Stabilization