Experimental Study on the Stabilization of Soil by Using Plastic Wastes
Keywords:
Pavement, Plastic Wastes, Soil Stabilization, Pollution, Sub GradeAbstract
The road pavements and sub-grades are severely affected during the rainy season, which results in the failure of the road. The rain water will penetrate the surface of the sub grade and weaken their stability. It will also result in heave frosting. To prevent the road from failure, the nature of the onsite materials are improved along with their stability by the process of stabilization. Many roads agencies have been experiencing problem of premature failure of pavements like potholes, roughness, cracks etc. which leads to poor performance of roads and its life. On the other hand, plastics, rubbers, etc. are increasing day by day. There are many ground improvement techniques to improve the strength of the soil. One of them was Stabilization of the soil by using plastic wastes. India nearly pumps 0.6 million tons of plastic per year. According to central pollution control board [CPCB] the plastic wastes generated will be about 15,342.6 tonnes per day. These plastic wastes cause a great harm to the environment and their surroundings. So it is very important to dispose of these wastes. The disposal of these wastes by the stabilization technique was cost effective and economical. This paper presents the stabilization of the sub grade soil by using plastic granules made from the plastic wastes. The plastic materials used for the stabilization are made by recycling the polypropylene plastic bags. Soil acts as a reinforcing material and resists the entry of water when mixed with varying proportions of plastic granules. As a result when the percentage of plastic increases, then the strength of the soil also gets increased with increase in plastic content.
Downloads
References
Shish Pal, Vinod Kumar Sonthwal, Jarvis S Rattan, 'Review on Stabilization of Soil Using Polypropylene as Waste Fiber Material', International Journal of Innovative Research in Science, Engineering and Technology (IJIRSET) (An ISO 3297: 2007 Certified Organization) Vol. 4, Issue 11 ,ISSN(Online): 2319-8753, ISSN (Print): 2347-6710, November 2015 .
Abhaykumar S Wayal, Mudassir. D. Wagle, Use of Waste Plastic and Waste Rubber in Aggregate and Bitumen for Road Materials, International Journal of Emerging Technology and Advanced Engineering (ISSN: 2250-2459, ISO 9001:2008 Certified Journal, Volume 3, Issue 7, July 2013) Pg No: 301
Rajkumar Nagle, Prof. R.Jain, Prof. A.K.Shinghi, 'comparative study of CBR soil, reinforced with natural waste plastic material', International Journal of Engineering & Science Research(ISER),Vol – 4 , issue -6 pp 304-308,June 2014.
K. Choudhary, J.N. Jha and K.S. Gill, 'A Study on CBR Behavior of Waste Plastic Strip Reinforced Soil', Emirates Journal for Engineering Research, 15(1), pp-51-57, (2010).
Pragyan Bhattarai, A.V.A Bharat Kumar, K.Santosh, T.C. Manikanta & k. Tejeswini, 'Engineering Behavior of Soil Reinforced With Plastic Strips', International Journal Of Civil, Structural ,Environmental and Infrastructure Engineering Research And Development (IJCSEIERD) ISSN 2249-6866 Vol. 3, Issue 2, pp-83-88,June 2013.
K, Sivaraja.M, Kathirvel.M, 'Stabilization of Waste Soil at Karur Dump Yard by using Polypropylene Fiber', International Open Access Journal of Modern Engineering Research (IJMER), ISSN: 2249–6645, Vol. 5 Issue. Pp - 38-42, 8 August 2015.
Priti Mishra, Jha Ajachi R.B., Monish Satrawala, Harsh Amin, 'Experimental Study on Waste Recycled Product (W.R.P) and Waste Plastic Strips (W.P.S) as Pavement Sub Base Material', International Journal of Scientific & Technology Research , Volume 2, Issue 12, ISSN 2277-8616, December 2013.
IS 2720-3-2 (1980): Methods of test for soils, Part 3: Determination of specific gravity, Section 2: Fine, medium and coarse grained soils [CED 43: Soil and Foundation Engineering].
IS: 2720-16 (1979): Methods of test for soils, Part 16: California bearing ratio test [CED 43: Soil and Foundation Engineering].
Downloads
Published
Issue
Section
License
This work is licensed under a Creative Commons Attribution 4.0 International License.
https://creativecommons.org/licenses/by/4.0