Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Density and Mechanical Strength of Gum Arabic-Sawdust Ash Concrete.

View through CrossRef
The density and mechanical strengths of concrete are important properties in the study of concrete structures. An experimental study was mounted to study these concrete properties and the effects of using sawdust ash (SDA) and gum Arabic (GA). In studying these effects four concrete mixtures designated as C/00SDA:GA-00, C/00-SDA:GA-0.5, C/10-SDA:GA-0.5, and C/30-SDA:GA-0.5, respectively. The Mix with C/00-SDA:GA-00, is the control (containing zero percent SDA and GA), with a mix proportion of 1: 2.24: 2.71. The cement content was 370 kg/m3 with a water-cement ratio of 0.5. The other mixes contain either 0.5 % GA (only), or 0.5 % GA with 10 % SDA or 30 % SDA replacement by wt. % of cement, as the case may be. The results showed that the addition of GA and SDA to concrete have various degrees of effects on the concrete parameters. The effect of 0.5 % GA decreased the density of the cube sample but increased the beam and the cylinder samples. On the other hand, the mechanical strengths were increased for all the samples. Using GA with SDA reduced the mechanical strengths of all the concrete samples. However, Ca (OH) 2 was reduced by 54 % by the addition of 10 % SDA and 12 % by 30 % SDA addition by wt. % of cement. The empirical models developed on the density and mechanical strengths showed good predictive values with relative predictive errors (RPE) ranging from 0.00% to 0.045 %.
Title: Density and Mechanical Strength of Gum Arabic-Sawdust Ash Concrete.
Description:
The density and mechanical strengths of concrete are important properties in the study of concrete structures.
An experimental study was mounted to study these concrete properties and the effects of using sawdust ash (SDA) and gum Arabic (GA).
In studying these effects four concrete mixtures designated as C/00SDA:GA-00, C/00-SDA:GA-0.
5, C/10-SDA:GA-0.
5, and C/30-SDA:GA-0.
5, respectively.
The Mix with C/00-SDA:GA-00, is the control (containing zero percent SDA and GA), with a mix proportion of 1: 2.
24: 2.
71.
The cement content was 370 kg/m3 with a water-cement ratio of 0.
5.
The other mixes contain either 0.
5 % GA (only), or 0.
5 % GA with 10 % SDA or 30 % SDA replacement by wt.
% of cement, as the case may be.
The results showed that the addition of GA and SDA to concrete have various degrees of effects on the concrete parameters.
The effect of 0.
5 % GA decreased the density of the cube sample but increased the beam and the cylinder samples.
On the other hand, the mechanical strengths were increased for all the samples.
Using GA with SDA reduced the mechanical strengths of all the concrete samples.
However, Ca (OH) 2 was reduced by 54 % by the addition of 10 % SDA and 12 % by 30 % SDA addition by wt.
% of cement.
The empirical models developed on the density and mechanical strengths showed good predictive values with relative predictive errors (RPE) ranging from 0.
00% to 0.
045 %.

Related Results

The Fabrication of Tiles from Sawdust to Achieve Environmental Sustainability
The Fabrication of Tiles from Sawdust to Achieve Environmental Sustainability
Abstract Currently, tiles are manufactured pieces of hardwearing materials such as ceramic, stone, metal, baked clay, or even glass, and tiles are generally used for coveri...
Enhanced Biogas Production Using High-Density Polyethene Digester Insulated with Saw Dust
Enhanced Biogas Production Using High-Density Polyethene Digester Insulated with Saw Dust
Abstract This study was carried out to investigate the production of biogas by the anaerobic digestion of cow dung using doubled high-density polyethene digester ...
Mechanical Strengths of Sawdust-Ash-Admixed Gum Arabic Concrete
Mechanical Strengths of Sawdust-Ash-Admixed Gum Arabic Concrete
Gum Arabic and sawdust ash were used both as an emulsifier admixture and supplementary cement material to address some of the gaps between pozzolanic and conventional concretes. Fo...
Properties of Sawdust Concrete
Properties of Sawdust Concrete
This work examined the structural properties of concrete obtained by partially replacing cement with sawdust ash. The sawdust ash which is a pozzolan was obtained by burning sawdus...
Quaternary volcanic ash of Kharkiv region
Quaternary volcanic ash of Kharkiv region
Formulation of the problem. The article is devoted to detail geological and mineralogical description of quaternary volcanic ash in Kharkiv region. The purpose of the article is t...
Compressive Strength Performance of Composite Sand Cement Brick with Power Saw Wood
Compressive Strength Performance of Composite Sand Cement Brick with Power Saw Wood
Abstract Malaysia is experiencing an unprecedented growth of its urban centre due to its developing economy and industrialization, causing the demand of bricks produ...
Optimizing concrete strength through pozzolan variation, heat treatment, and alkaline solution modulation: A comprehensive study
Optimizing concrete strength through pozzolan variation, heat treatment, and alkaline solution modulation: A comprehensive study
The study aimed to assess concrete characteristics and mechanical properties by incorporating pozzolan variations, heat treatments, and alkaline solution molarities. It focused on ...

Back to Top