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. 2014 Nov 10;9(11):e112560. doi: 10.1371/journal.pone.0112560

Table 1. Properties of loading agents used in Phase 1 overlap joint experiments.

Loading Agent % MassIronasFe2O3 Major FeMineral % MassSecondaryMinerals Particle Size Distribution (%)
Very coarse sand(1.0–2.0 mm) Coarse sand(0.5–1.0 mm) Medium sand(0.25–0.5 mm) Fine sand(125–250 µm) Very fine sand(62.5–125 µm) Silt + Clay(<62.5 µm)
Coarse GroundSpecularite* Unknown* α-Fe2O3 * Cu5(PO4)2(OH)4 * 15.08 12.08 8.01 8.01 19.14 37.68
Cu2 (PO4)(OH)*
α-FeO(OH)*
Hoover PT PrimerNatural Red 97.5 α-Fe2O3 Al2O3 = 1 0 0 0 0 0 100
SiO2 = 1.5
Hoover P3 PrimerNatural Red 80 α-Fe2O3 SiO2 = 9 0 0 0 0 0 100
Al2O3 = 6
MgO = 1
CaO = 1
Hoover GRD NaturalYellow 95–96 α-FeO(OH) SiO2 = 4–5 0 0 0 0 0 100
Hoover GRD548OCH 57–60 α-FeO(OH) SiO2 = 21–24 0 0 0 0 0 100
H2Mg3(SiO3)4 = 3–4
MgCO3 = 2.5–3.5
Sigma-Aldrich SiliconDioxide #S5631 0 None SiO2 = 100 0 0 0 0 0 99∧

*Mineral composition was reported by the manufacturer for all loading agents except Coarse Specularite which was produced in-house and analyzed using a Rigaku D/Max Rapid Micro X-ray Diffractometer with AreaMax 2.0 and JADE 8.0 software. The major phase detected by the XRD analysis was identified as the Major Fe Mineral and the minor phases as the Secondary Minerals.

∧100% of particles were silt and clay-sized based on sieving but the manufacturer reported 1% colloidal particles.