• DocumentCode
    2458693
  • Title

    Study on optimal mixture design of Ionic Soil Stabilizer reinforcing red clay

  • Author

    Lu, Xuesong ; Xiang, Wei

  • Author_Institution
    Sch. of Civil Eng., Huanggang Normal Univ., Huanggang, China
  • fYear
    2011
  • fDate
    24-26 June 2011
  • Firstpage
    4487
  • Lastpage
    4490
  • Abstract
    Based on the red clay of Wuhan reinforced by Ionic Soil Stabilizer, the red clay was treated by different matches of ISS and water at first, then was tested in the Atterberg limits test and unconfined compressive strength test. The results show that the plastic index decreases, and unconfined compressive strength increases after mixing the ISS into the red clay. In addition, strength of ISS-reinforced soil increases with age, and strength respectively increases with an decrease in plastic index. Finally, because application of the plasticity index has its own advantages, such as efficient, economic and applicable, a minimum plasticity index is usually recommended to determine the optimal ratio of ISS-reinforced soil.
  • Keywords
    clay; compressive strength; compressive testing; mechanical stability; mixing; mixtures; plasticity; soil; Atterberg limit test; ISS; ISS reinforced soil; Wuhan; ionic soil stabilizer; mixing; plasticity index; red clay; unconfined compressive strength test; Geology; Grounding; Indexes; Plastics; Presses; Road transportation; Soil; Ionic Soil Stabilizer; adsorbed water; plastic index; red clay; strength;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
  • Conference_Location
    Nanjing
  • Print_ISBN
    978-1-4244-9172-8
  • Type

    conf

  • DOI
    10.1109/RSETE.2011.5965242
  • Filename
    5965242