High Tech Concrete: Where Technology and Engineering Meet 2017
DOI: 10.1007/978-3-319-59471-2_26
|View full text |Cite
|
Sign up to set email alerts
|

Effect of Rice Husk Ash Properties on the Early Age and Long Term Strength of Mortar

Abstract: This paper presents an experimental study on the effect of chemical composition and physical properties of rice husk ash (RHA) on the strength of mortar. The aim of this investigation was to establish the optimal RHA replacement levels as blending component in cement. Four different types of RHA (A, B, C and D) were used of which RHA-C and D had the highest content of amorphous silica. Compressive and tensile strength and workability of the mixes were compared with control OPC samples. Results show that the ea… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

0
5
0

Year Published

2019
2019
2023
2023

Publication Types

Select...
6
1

Relationship

0
7

Authors

Journals

citations
Cited by 9 publications
(7 citation statements)
references
References 7 publications
0
5
0
Order By: Relevance
“…The increase in tensile strength of mortar with RHA containing a high amount of crystalline silica is better justified by the filler effect (physical) than by the pozzolanic effect (chemical). After depletion of all amorphous silica by reacting with calcium hydroxide (Ca(OH) 2 ) to produce secondary C-S-H gel, the remaining crystalline silica behaves as a filler resulting in an increased density of the mortar [73,85]. Like the compressive strength, the reactive silica content, rather than the overall silica content, determines the tensile strength of RHA-containing mortar.…”
Section: Tensile Strengthmentioning
confidence: 99%
See 1 more Smart Citation
“…The increase in tensile strength of mortar with RHA containing a high amount of crystalline silica is better justified by the filler effect (physical) than by the pozzolanic effect (chemical). After depletion of all amorphous silica by reacting with calcium hydroxide (Ca(OH) 2 ) to produce secondary C-S-H gel, the remaining crystalline silica behaves as a filler resulting in an increased density of the mortar [73,85]. Like the compressive strength, the reactive silica content, rather than the overall silica content, determines the tensile strength of RHA-containing mortar.…”
Section: Tensile Strengthmentioning
confidence: 99%
“…Like the compressive strength, the reactive silica content, rather than the overall silica content, determines the tensile strength of RHA-containing mortar. The optimal replacement level of cement by RHA depends more on the silica structure and particle size than the overall silica content of RHA [85]. RHA with a high specific surface area has a positive effect on mortar strength.…”
Section: Tensile Strengthmentioning
confidence: 99%
“…RH has a high energy content of 16,720 kJ kg −1 , making it suitable for burning fuel or postcombustion [1]. When RH is burned between 350 and 750 °C, an amorphous shape of silica is formed, whereas a crystalline shape is formed when it is burned above 800 °C [2]. The yield of the ash is 25% when RH is burned.…”
Section: ■ Introductionmentioning
confidence: 99%
“…The production of silica (SiO2) within the amorphous state is preferable because it is more active than crystalline silica, as the amorphous silica has higher mechanical properties and higher quality in the non-distractive test than the crystalline silica (Sldozian, 2014). The amorphous form of silica is obtained when the rice husk is burnt between 350 and 750°C, and the crystalline silica form is obtained when burnt over 800°C (Rasoul et al, 2018).…”
Section: Introductionmentioning
confidence: 99%