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Increasing the additive content was also observed to enhance the mechanical performance.
Relative density as a function of the fugitive additive content has been measured.
The present paper analyses the effect of mineral additive content on the properties of concrete.
The results show that 3% Sasobit is the optimum additive content.
However, increasing the additive content above this amount causes a decrease in its discharge capacity.
An ANN model developed using five input parameters including: aggregate source, additive type, additive content, temperature, and stress.
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Experimental work was carried out on the stabilized silty soils with various additive contents and durations.
With the same additive contents (1wt%-5 wt%), PU films with Cl-FODMH showed higher contact angle values.
Although, there are different recommendations for use of additive contents, optimization process proposed 1% of additive for modification of binder for various scenarios.
A series of warm mix asphalts (WMA) specimens were fabricated using a polymer modified binder, in different compaction temperatures, additive contents and binder contents.
This method presented an optimum combination of decision factors including binder contents, additive contents and compaction temperatures to produce one ton WMA in different production scenarios.
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