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Economic growth and industrialization generates huge quantities of waste materials and needs thousands of hectares of land for the disposal which creates environmental pollution. Flyash and crusher dust come under this category. Utilization of these materials into bulk quantities in civil engineering structures can provide an alternative to natural soils and disposal problems. In this connection an attempt is made for the utilization of crusher dust and flyash in Geotechnical engineering applications. Tests like compaction, strength, CBR were performed on mixes prepared from crusher dust and flyash by varying their percentages with respect to each other. From the test results it is identified that high strength values in terms of CBR (14) and angle of shearing resistance (40) by maintaining high dry densities. It is also identified that by achieving of high strength values against shear these crusher dust- flyash mixes can be used as sub-grade and fill material. Therefore 20 -40% of flyash added to crusher dust can give better results to suit as sub-grade, fill materials in constructional activities. The design of the flexible pavement layers to be laid over the sub grade soil so the estimation of sub grade strength and traffic volume to be carried. The designs of the various layers of pavement are dependent on the sub grade soil strength over which they are going to be laid. Sub grade strength is expressed in the terms of CBR value. Weaker sub grade causes high amount of failures on surface of Flexible Pavement like Pot holes, various types of cracks and rut depth which is supposed to reduce ride quality of vehicles In this study, we are making the use of solid waste is used in the construction of pavements and reducing the waste for land fill and making utilization of raw material in the embankments of pavements and also making the soil improvement by stabilization process. Therefore, the present study will focus on literature work related to the field of soil improvement and solid waste related problems. Here an attempt has been made to lime stabilization of black cotton (BC) soil with various percentage i.e 0%, 2%, 4%, 6% of waste Plastic bottle strips and study the engineering properties of soils MDD, OMC, Compaction, including CBR at different percentages plastic strips
"Utilization of Waste Bottle Plastic Strips and Crusher Dust, Flyash as a Soil Stabilizer in Construction of Flexible Pavements", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.3, Issue 12, page no.50 - 59, December-2018, Available :http://www.ijrti.org/papers/IJRTI1812011.pdf
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2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator