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  • 标题:Study the Behaviour of Soil for Sub Grade by using Marble Dust and Ground Granulated Blast Furnace Slag
  • 本地全文:下载
  • 作者:Tarkeshwar Pramanik ; Shyam Kishor Kumar ; J.P.Singh
  • 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:2016
  • 卷号:5
  • 期号:5
  • 页码:8399
  • DOI:10.15680/IJIRSET.2016.0505283
  • 出版社:S&S Publications
  • 摘要:The Rapid growth of industries of marble produce and the production of steel creates hazardous wastematerials by a large extent which cause a big problem to the humans surrounding them as well as acts as a pollutantaffecting the ecological system of the environment. Keeping this objective in mind, the Marble Dust and GGBS can beused as soil stabilization materials in different proportion. In this paper, sandy clayey soil was stabilised using thecombination of Marble Dust and GGBS in different proportion (i.e.0%+0%, 5%+5%, 10%+10%, 15%+15% &20%+20%) and the Characteristic behaviour (i.e. OMC, MDD, UCS, CBR & Permeability) of modified soil in thelaboratory was studied. The series of test has been conducted in laboratory and it is found that Marble Dust and GGBS(15%+15%) is sufficient to increases the California bearing ratio in unsoaked and soaked condition value up to 195%and 100% approximately.
  • 关键词:Compaction; California bearing ratio; UCS; Permeability; Sandy Clayey soil; Marble dust; GGBS.
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