Influence of Nano Copper Slag in Strength Behaviour of Lime Stabilized Soil
作者: M. KirithikaV.K.Stalin
刊名: Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)
来源数据库: Southeast Asian Geotechnical Society (SEAGS)
关键词: LimeNano copper slagSEMUnconfined Compression StrengthXRD
原始语种摘要: Nanotechnology has been widely used in many applications such as medical, electronics, and robotics also in geotechnical engineering area through stabilization of bore holes, grouting etc. In this paper, an attempt is made for understand the influence of nano copper slag (1%, 2% & 3%) on the index, compaction and Unconfined Compressive Strength (UCS) properties of natural soil (CH type) with and without lime stabilization for immediate and 7 days curing period. Results indicated that upto 1% of nano copper slag, there is an increment in UC strength of virgin soil and lime stabilised soil. Beyond 1% nano copper slag, there is a steep reduction in UC strength and increase of plasticity both in lime stabilised soil and virgin soil. The effect of lime is found to show more influence on large...
全文获取路径: SEAGS  (合作)

  • virgin 空白的
  • influence 影响
  • higher 
  • reduction 减少
  • stabilization 稳定
  • natural 自然的
  • copper 
  • increase 增加
  • curing 硫化
  • there 那里