An experimental study of the structural capacity of rectangular concrete beam with rice husk concrete (RHC) under flexural test- 5% and 15% rice husk replacement
The purpose of this study is to investigate the ultimate loading capacity, maximum moment capacity and deflection that can withstand by a reinforced concrete with the replacement of certain percentage of fine aggregate or sand with raw rice husk. The percentage replacements of the raw rice husks inv...
Main Author: | Muhammad Adib Azri, Mohamad Nasaruddin |
---|---|
Format: | Undergraduates Project Papers |
Language: | English |
Published: |
2019
|
Subjects: | |
Online Access: | http://umpir.ump.edu.my/id/eprint/28645/1/13.An%20experimental%20study%20of%20the%20structural%20capacity%20of%20rectangular%20concrete%20beam%20with%20rice%20husk%20concrete.pdf |
Similar Items
-
An experimental study of the structural capacity of rectangular beam under flexural test – rice husk concrte (0%, 10% & 12% replacement)
by: Muhammad Zul Hazmi, Mansor
Published: (2019) -
Properties of concrete with partial rice husk as fine aggregate replacement
by: Isma Farhan, Roslan
Published: (2017) -
Performance of concrete with rice husk waste under different environments
by: Muhammad Adib, Ismail
Published: (2012) -
The properties and flexural behaviour of self compacting concrete using rice husk ash and admixture
by: Muda, Mohd. Fakri
Published: (2009) -
Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash
by: Jaya, R. P., et al.
Published: (2019)