• DocumentCode
    3171719
  • Title

    Experimental study on shell-strengthening the lightweight pumice aggregates

  • Author

    Xingjun, Lv ; Mingli, Cao

  • Author_Institution
    Sch. of Civil Eng., Dalian Univ. of Technol. Dalian, Dalian, China
  • fYear
    2011
  • fDate
    16-18 April 2011
  • Firstpage
    3173
  • Lastpage
    3176
  • Abstract
    Natural pumice aggregates have the characteristics of low numerical tube pressure and high water absorption, in this study, the pumice aggregates was reinforced by making shell process with the methods of mixing pumice powder and silica fume into cement, which aimed to solve the problem that it was difficult for the preparation of lightweight concrete of high strength . Through the strengthening treatment of pumice aggregates, the light aggregates with the numerical tube pressure of 2.6Mpa bulk density less than 500 kg/m3 and water absorption ranging from 12.1% to 17.5% were obtained. The lightweight aggregate concrete was also made up with pumice. The compressive strength of the concrete at 28d age was higher than 15MPa and the apparent density was about 1400 kg/m3. So the results of this research were conducive for the preparation and application of high-strength and lightweight pumice concrete.
  • Keywords
    absorption; aggregates (materials); cements (building materials); compressive strength; concrete; density; hardening; lightweight structures; mixing; powders; rocks; shells (structures); bulk density; cement; compressive strength; lightweight aggregate concrete; numerical tube pressure; pumice aggregates; pumice powder; shell process; silica fume; strengthening treatment; water absorption; Absorption; Aggregates; Civil engineering; Concrete; Educational institutions; Electron tubes; Volcanic ash; lightweight aggregate; pumice; shell-making; strengthening numerical tube pressure; water absorption;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
  • Conference_Location
    XianNing
  • Print_ISBN
    978-1-61284-458-9
  • Type

    conf

  • DOI
    10.1109/CECNET.2011.5769432
  • Filename
    5769432