Home
  • English
  • ÄŒeÅ¡tina
  • Deutsch
  • Español
  • Français
  • Gàidhlig
  • LatvieÅ¡u
  • Magyar
  • Nederlands
  • Português
  • Português do Brasil
  • Suomi
  • Log In
    New user? Click here to register. Have you forgotten your password?
Home
  • Browse Our Collections
  • Publications
  • Researchers
  • Research Data
  • Institutions
  • Statistics
    • English
    • ÄŒeÅ¡tina
    • Deutsch
    • Español
    • Français
    • Gàidhlig
    • LatvieÅ¡u
    • Magyar
    • Nederlands
    • Português
    • Português do Brasil
    • Suomi
    • Log In
      New user? Click here to register. Have you forgotten your password?
  1. Home
  2. Resources
  3. UniMAP Index Publications
  4. Publications 2021
  5. Physical and mechanical properties of coconut shell concrete (CSC)
 
Options

Physical and mechanical properties of coconut shell concrete (CSC)

Journal
AIP Conference Proceedings
ISSN
0094243X
Date Issued
2021-07-21
Author(s)
Mustaqqim Abdul Rahim
Universiti Malaysia Perlis
Cheah S.W.
Afizah Ayob
Universiti Malaysia Perlis
Norlia Mohamad Ibrahim
Universiti Malaysia Perlis
Shamilah Anudai @ Anuar
Universiti Malaysia Perlis
Nor Faizah Bawadi
Universiti Malaysia Perlis
Shahidan S.
Ahmad A.N.A.
DOI
10.1063/5.0053678
Abstract
The use of waste products as partial replacement for the material in concrete can help to reduce the environmental and economic problem. Coconut shell (CS) is one of the agricultural waste that suitable to use as and coarse aggregates replacement due availability of CS which not only can help to decrease the cost of the concrete and reduce the environmental problem, it also can maintain the properties of the concrete. In this study, the compressive strength of the concrete has been chosen to be investigated. Three different types concrete cube have been casted in this study; 0, 10%, 15%, 20% of CS to replace for coarse aggregates. The size of the cube samples to be casted is 100 x 100 x 100 mm and were cured for 7 and 28 days. The study shows that the optimum percentage for CS concrete is 10% due to in this percentage of replacement, it gives the highest compressive strength value compare to other percentage at 28 days.
File(s)
research repository notification.pdf (4.4 MB)
Views
4
Acquisition Date
Nov 19, 2024
View Details
google-scholar
Downloads
  • About Us
  • Contact Us
  • Policies