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The behavior of these samples with same PG was significantly different regarding the higher confidence intervals.
The rheological properties and processing behavior of these samples were also assessed.
The cutting behavior of these samples was also evaluated by cutting them with a sharp steel cutter.
The plots for BR15 and BR30 were shifted to compare the sedimentation behavior of these samples with that of BR0 (Fig. 11b).
The behavior of these samples in the photo-generation of current by irradiation with a low-power lamp simulating solar spectrum has been also studied.
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Tribological behaviors of these samples were characterized and significant improvement in wear resistance was found.
The viscoelastic behaviors of these samples were described by DMA and simulated by Rouse model.
The elution behaviors of these samples were controlled by the temperature changes without organic solvents in the mobile phase.
The predicted fracture behaviors of these samples showed favorable comparison with the measured fracture strength after each fracture-healing cyclic test.
This study compares the behaviors of these samples to those of a reference self-compacting concrete (SCCR) made with limestone filler SCCR and an ordinary vibrated concrete (OVC).
As synthesized Ni0.5TiOPO4 was ball milled to reduce the particle size and then the morphological and electrochemical behaviors of these samples were examined.
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