2020
DOI: 10.1063/5.0022837
|View full text |Cite
|
Sign up to set email alerts
|

Cement-based grout mix design for preplaced aggregate concrete using pozzolanic materials

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2022
2022
2024
2024

Publication Types

Select...
2
1

Relationship

0
3

Authors

Journals

citations
Cited by 3 publications
(2 citation statements)
references
References 10 publications
0
2
0
Order By: Relevance
“…Furthermore, a specific test was carried out to determine the initial description of the core temperature of the concrete and the mix design in this study for the casting of the 5 per cent based on previous experimental [15] and 15 per cent variation of fly ash preplaced method as comparison specimens, then cylinder conventional method with a mixed design based on SNI 03 2834 2000 [16] as conventional concrete. The cylinder size for the three test objects is 150 x 300 mm, with temperature monitoring starting from the completion of casting with technical checks for the first 24 hours every 2 hours.…”
Section: Initial Researchmentioning
confidence: 99%
“…Furthermore, a specific test was carried out to determine the initial description of the core temperature of the concrete and the mix design in this study for the casting of the 5 per cent based on previous experimental [15] and 15 per cent variation of fly ash preplaced method as comparison specimens, then cylinder conventional method with a mixed design based on SNI 03 2834 2000 [16] as conventional concrete. The cylinder size for the three test objects is 150 x 300 mm, with temperature monitoring starting from the completion of casting with technical checks for the first 24 hours every 2 hours.…”
Section: Initial Researchmentioning
confidence: 99%
“…The scienti c literature in the eld of concrete mechanics and technology indicates numerous publications on triaxial compression testing of concrete and the analysis of TSC properties. A critical factor affecting the nal properties of TSC is the selection of grout proportion [51]. With an increase in the water/binder (W/B) ratio and the sand/binder (S/B) ratio in the grout, there is a decrease in compressive strength, tensile strength, and modulus of elasticity of TSC.…”
Section: Introductionmentioning
confidence: 99%