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Polymerization conditions were adjusted to achieve a desirable range of polymer beads size and porosity (pore size distribution, specific surface area).
With respect to friction, the OD-Ti64 outperformed all other candidate materials under the imposed test conditions with the friction coefficient remaining within a desirable range of 0.35 0.50, even under the harshest conditions when the disk surface temperature reached nearly 600 °C.
A desirable range of pH for aquatic life is 6.5 9.0 (Klein 1973).
Flow consistency of all prepared mixtures has reached a desirable range of 20 ~ 30 cm conformed to the performance requirements for general flowability grade for CLSM.
2) Using bauxite reside artificial aggregate, pond ash based controlled low strength material binded with cementless binder has reached a desirable range of 0.5 to 1.4.
Based on the results, three main conclusions can be drawn as follows: 1) Flow consistency of all prepared mixtures has reached a desirable range of 20 ~ 30 cm conformed to the performance requirements for general flowability grade for CLSM.
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The dosage of superplasticizer for each mixture was optimized to keep the flow in the desirable range of 180 220 mm.
Nowadays, the reinforced metals with carbon nanotubes have become of much interest due to their desirable range of mechanical and thermal properties.
The optimum values of the design parameters of the V down perforated baffle roughened rectangular channel are relative roughness pitch of 2.6, relative roughness height of 0.33, open area ratio of 18% and Reynolds number of 18,500, in the desirable range of the order of 0.95.
The desirable range of pH for potable water stipulated is 6.5 8.5 and the values for the groundwater samples in the present study in all zones (7.8 9.2) are within these limits (Table 8).
The compressive strength of pond ash based CLSM binded with Portland cement meets in the desirable range of excavatable CLSM while pond ash based CLSM binded with cementless binder, which fully replaces the cement, shows slightly lower strength than excavatable CLSM strength ranges.
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