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The mix design ratio of MSCFRC is 1 2 2 (cement: sand: aggregate) with a water cement ratio of 0.50.
The mix design ratio of PC is 1 3.33:1.67 (cement:sand:aggregate) with a water cement ratio of 0.71.
The factors considered include rope embedment length, rope diameter, pre-treatment condition, concrete mix design ratio, fibre content and knot in the material matrix.
The results show that fibres have the maximum bond strength with concrete when (i) embedment length is 30 mm, (ii) fibres are thick, (iii) treated with boiling water, and (iv) concrete mix design ratio is 1 3 3.
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Effect of fibre embedment lengths, diameters, pretreatment conditions and concrete mix design ratios on the bond strength between single coconut fibre and concrete is investigated.
This work evaluates the significance of the four common mix design parameters, namely Si/Al (molar ratio), water/solids (mass ratio), Al/Na (molar ratio) and H2O/Na2O (molar ratio), in determining compressive strength of metakaolin-based geopolymers through experiments and statistical analyses.
In the mix design of porous concrete, the void ratio is designed as the total void ratio (target void ratio) combining the continuous voids and separate voids but continuous void become the most important factor for the main performances of porous concrete such as permeability and the provision of habitation base for living organisms.
In this study, the effective methodology to increase the utilization of crushed stone powder was studied by considering CaO/SiO2 mole ratio in mix design.
Results indicated that the mix design parameters, such as water/cement ratio and cement content, significantly affected both the chloride diffusion and the sulfate-resistance of concrete.
Based on the parameters of the geopolymer mortar mix design, the optimum NaOH to fly ash ratio was 0.10 and Na2SiO3 to fly ash ratio was 0.10.
Mix design is proposed for various AAS/FA ratios ranging from 0.4 to 0.8, and the 28 day compressive strength as high as 54 MPa has been noticed.
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