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Investigated systems are: pure Fe0, pure sand, Fe0/sand mixture and four different Fe0/MnO2/sand mixtures.
A reference concrete mixture, polypropylene fibers mixture, and four mixtures with different chemically treated hemp fibers were prepared.
Performance of the developed mixture and four different industrial SI HEDPP, ATMP, PPCA and DTPMP) was determined by jar test.
The oxide layer removal process was modeled using a reaction mechanism, which considered the vaporization process of the liquid B2O3/(BO)n mixture and four global surface reactions of oxide layer with O2, H2O, F, and HF.
Five different concrete mixtures were prepared, including a standard dense concrete mixture and four pervious concrete mixtures with varied aggregate types (dolomite or steel slag) and differing proportions of 4 8 mm to 8 16 mm aggregate fractions (30 60 or 60 30).
Five mixtures of paste, a control mixture and four blended mixtures, were prepared.
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For this purpose, seven different mixtures were prepared (the control mixture and six mixtures including 5%, 10 %, 15 %, 20 %, 30 % and 40inoptilolite by weight).
The eleven different mixtures cover one fundamental mixture and ten different replacements of rubber particles for sand volume from 10%to100%0%.
Finally, at high reaction rates, the two components propagate through the column as an equilibrium mixture and two superimposed symmetrical peaks are obtained.
Concrete mixtures were produced at a constant water/cement ratio of 0.45 and one control mixture and three different mixtures with different dosage of fiber were prepared.
Five males were treated with the pesticide mixture and five with ethanol only.
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