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  • 标题:Soil Stabilization Using Plastics and Bottle Strips
  • 本地全文:下载
  • 作者:N. Vijay Kumar ; S S. Asadi ; A.V.S. Prasad
  • 期刊名称:International Journal of Innovative Research in Science, Engineering and Technology
  • 印刷版ISSN:2347-6710
  • 电子版ISSN:2319-8753
  • 出版年度:2017
  • 卷号:6
  • 期号:8
  • 页码:16478
  • DOI:10.15680/IJIRSET.2017.0608221
  • 出版社:S&S Publications
  • 摘要:Construction of buildings and other civil engineering structures on expansive soil is risky due to its highcompressibility, low shear strength and high permeability. The foundation is very important for any structure and it hasto be strong enough to support the entire structure. For foundation to be strong the soil around it plays a very importantrole. Expansive soils like black cotton soil always create problems in foundation. The problems are swelling, shrinkageand unequal settlement. Plastic wastes have become one of the major problems of the world. Use of plastic bags, bottlesand other plastic products is exponentially increasing year by year. Due to which we are facing various environmentalproblems. A review paper is presented here to focus on soil stabilization by using waste plastic products. The tests suchas liquid limit, plastic limit, standard proctor compaction test, California bearing ratio (CBR) test and unconfinedcompressive strength (UCS) have been conducted to check the improvement in the properties of black cotton soil. Thispaper reviews the work of various researchers on stabilization of soil and use of plastic and bottle strips materials inimproving its strength.
  • 关键词:BC SOIL; Plastic strips Particle size Distribution; Hydrometer Analysis; Triaxial test; admixtures;shear strength; California bearing ratio; Compressibility.
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