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The modification temperature played an important role in the mesopore generation.
Therefore, compromising the surface area, pore volume and its crystallinity, the modification temperature of 40 °C is relatively suitable for further application.
The increase of the modification temperature to 400°С and 500°С leads to the increase of the pore volume and pore surface area.
The increase of the modification temperature to 400°С and 500°С leads to the substantial change of the parameters of the porous structure of carbon materials in comparison to that modified at 300°С.
When 10.00 g of GFAC with particle size of 0.25 0.85 mm was modified by 150.0 ml of aqueous H2O2 solution, the optimized conditions were found to be as follows: aqueous H2O2 solution concentration 1.0 mol·l−1, modification temperature 30.0 °C, modification time 4.0 h.
The optimal conditions for the modification of RH-AC (M-RH-AC) were determined by means of orthogonal array experimental design, giving those as the concentration of nitric acid of 8 mol/L, modification time of 15 min, modification temperature of 130 °C and microwave power of 800 W.
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The most substantial changes at the mentioned modification temperatures can be observed at the modification times 1.5 ÷ 3 h (Tables 2 and 3).
OFACOOH modification reduced temperature susceptibility of modified asphalt binder and increased the upper grading (performance) temperature.
Similarly, the curves corresponding to the effect modification by temperature levels indicated that in the lower level of the pollutant distribution the slope corresponding to lower temperature was steeper and in the higher level of the pollutant the slope corresponding to higher temperature was steeper.
The modification in temperature could reach almost 5 °C.
The main difficulty lies in the modification by temperature change of cable tensions, which are then undetermined.
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