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This may be attributed to higher content of calcium silicate hydrate (C S H) in NS and SF blended specimens, due to the pozzolanic reaction of CH produced from cement hydration with nano-silica and silica fume.
Such morphological change in the blended specimens with higher LCP content was also considered to contribute to a decrease in tan δ during fatigue and to the extension of their fatigue lifetimes.
In particular, to study the viscous behaviour, strain-controlled tests were also carried out for the blended specimens under two strain rates, i.e., 0.01/s and 0.0001/s.
From results, it can be seen that extending the wet curing period has reduced the diffusion coefficient in comparison with no-cured sample in plain and blended specimens at early ages (3 and 9 months) as the same as previous studies (Guneyisi et al. 2007) that indicated long-term curing results in higher resistance to chloride permeability.
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Two compatibilizers, TPO MAH and TPO PLA, were used to compatibilize the PLA/TPO blend; the results suggested that TPO PLA was more efficient in reducing the interfacial tension between the two immiscible polymers and in improving the mechanical properties of PLA/TPO blending specimens.
In addition, the polymer-impregnated blended cement specimens irradiated at a dose of 30 kGy and neat blended cement specimens were immersed in seawater and different concentrations of magnesium sulfate solutions namely, 1%, 3% and 5% up to 6 months.
The results indicate that the maleated polyethylene/nylon 6 blend specimens are able to show good shape memory effect under normal experimental conditions.
The first stage of the study included the production of Marshall specimens in laboratory to evaluate stability and flow of the blends' specimens as well as their volumetric properties, aiming to select the most promising to apply in the field.
Unconfined compressive tests performed on SP and CG SP blend specimens in general accordance with ASTM D2166 [18].
Unconfined compressive strength and drained triaxial shear tests have been conducted on the stabilized SP and CG SP blend specimens after curing at 28 days to evaluate their uniaxial compressive (qu) and compressive shear strengths.
Each of the six levels of the six plasmid DNA blend specimens was tested with each of three unique cobas EGFR test lots.
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