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Figure 1 Chloride removal.
Prismatic specimens were prepared for two corrosion tests: (1) chloride attack tests conducted by partially immersion of the specimens in a brine solution and (2) accelerated carbonation tests where samples were exposed to dry and wet CO2.
Furthermore, this approach accounts for: (1) chloride binding capacity; (2) time-variant nature of temperature, humidity and surface chloride concentration; (3) concrete aging; and (4) chloride flow in unsaturated conditions.
Both carbonation cured and hydration cured concretes with and without fly ash were exposed to two severe cyclic conditions: (1) chloride immersion/air drying cycles and (2) chloride immersion/accelerated weathering carbonation cycles.
Each model was solvated in a rhombic dodecahedron water box filled with TIP3P [46] water molecules with a minimum solute-wall distance of 10 Å. Water molecules with the oxygen atom less than 2.2 Å from any heavy peptide atom were deleted, and each system was neutralized by adding 1 chloride or 1 sodium counterion.
In some cases (annexin 1, chloride intracellular channel protein 1, stress-70 protein, triose phosphate isomerase) more then one spot was assigned to one protein.
Similar(53)
IL: Ionic Liquid; [C4mim]Cl: 1-butyl-3-methylimidazolium chloride; [C2mim]Cl: 1-ethyl-3-methylimidazolium chloride; [C2mim]OAc: 1-ethyl-3-methylimidazolium acetate.
All bacterial strains were grown in a minimal medium that consisted of the following (grams per litre of H20): Tris, 6.05; Sodium chloride, 4.67; Potassium chloride, 1.5; Ammonium chloride, 1.06; Sodium sulphates, 0.42; Magnesium chloride, 0.233, Calcium chloride, 0.03; Sodium dihydrogen phosphate (dehydrate), 0.004.
Thus, to perform the tests, 0.48 and 0.96 mol L−1 chloride concentrations are chosen.
The optimal copper extraction conditions given by the above methodology were 20% (v/v) of [bmim][HSO4] in water, 100 g L−1 chloride, and 90 °C.
Bromoform was the only measurable trihalomethane (THM), even in the presence of 250 mg L−1 chloride ions.
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