• DocumentCode
    619294
  • Title

    High permeable concrete incorporating pozzolanic materials- An experimental investigation

  • Author

    Mohammed, B.S. ; Nuruddin, Muhd Fadhil ; Dayalan, Yogeswary A. P.

  • Author_Institution
    Dept. of Civil Eng., Univ. Teknol. Petronas, Bandar Sri Iskandar, Malaysia
  • fYear
    2013
  • fDate
    7-9 April 2013
  • Firstpage
    657
  • Lastpage
    661
  • Abstract
    High permeable concrete (HPC), due to its high void ratio and permeability, is considered as an option to substitute the conventional impervious pavements for managing stormwater runoff in a cost-effective and friendly environmental way. HPC is made of single graded sized of coarse aggregate bound together with ordinary cement without or with little fine aggregate. Due to its low compressive strength, HPC is only used as pavement material. For the purpose of developing a new type of HPC with enhanced structural strength without compromising its permeability, five pozzolanic materials (fly ash, silica fume, papermill ash, palm oil ash and rice husk ash) were used as partial replacement to ordinary cement. Their effects on the compressive strength, void ratio and permeability of HPC were investigated. It was found that 5% of cement replacement with pozzolan will lead to enhance the compressive strength and permeability of HPC.
  • Keywords
    aggregates (materials); cements (building materials); compressive strength; concrete; fly ash; HPC; coarse aggregate; compressive strength; fly ash; high permeable concrete; ordinary cement; palm oil ash; papermill ash; pavement material; pozzolanic material; rice husk ash; silica fume; stormwater runoff; structural strength; void ratio; Aggregates; Ash; Concrete; Permeability; Silicon compounds; Standards;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Business Engineering and Industrial Applications Colloquium (BEIAC), 2013 IEEE
  • Conference_Location
    Langkawi
  • Print_ISBN
    978-1-4673-5967-2
  • Type

    conf

  • DOI
    10.1109/BEIAC.2013.6560212
  • Filename
    6560212