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Aggregate material

The effect of the TTA concentration of the transport layer on the field dependencies is shown in Fig. 4. The solid lines were calculated from the Onsager theory with r Q = 0.60 and different values of rQ. The results show that rQ increases with increasing TTA concentration while r Q remains constant. The most likely explanation of this is that the photogeneration efficiency is determined by the probability of a donor molecule being in contact with the photoexcited aggregate phase, as proposed by Umeda and Hashimoto (1992). [Pg.206]


Figure 3.9 Crab sampling in different practical manifestations (aggregate material), to which must be added all PAT sensor alternatives in Figures 3.12-3.14 dealing with fluids and slurries. All principal characteristics are identical for physical sampling and signal acquisition there is only sampling from some part of the stream cross section. This creates IDE and therefore cannot result in representative sampling. Figure 3.9 Crab sampling in different practical manifestations (aggregate material), to which must be added all PAT sensor alternatives in Figures 3.12-3.14 dealing with fluids and slurries. All principal characteristics are identical for physical sampling and signal acquisition there is only sampling from some part of the stream cross section. This creates IDE and therefore cannot result in representative sampling.
Figure 3.22 Two realizations of cross-stream cutter solutions to process sampling involving significantly heterogeneous aggregate materials (broken ore, raw material, powders, intermediates, cement, waste, soil, other). The gravity-driven, rotating cross cutter [left] does not comply with TOS requirements (highly detrimental IDE and lEE), while the automated cross-stream cutter implemented at the terminal end of a conveyor belt [right] can be easily optimized to eliminate all ISEs. See [3,14] for a broad discussion of all issues related to process industry cross-stream sampler principles, and [11,21] for particular details. Figure 3.22 Two realizations of cross-stream cutter solutions to process sampling involving significantly heterogeneous aggregate materials (broken ore, raw material, powders, intermediates, cement, waste, soil, other). The gravity-driven, rotating cross cutter [left] does not comply with TOS requirements (highly detrimental IDE and lEE), while the automated cross-stream cutter implemented at the terminal end of a conveyor belt [right] can be easily optimized to eliminate all ISEs. See [3,14] for a broad discussion of all issues related to process industry cross-stream sampler principles, and [11,21] for particular details.
The U.S. Department of Energy (DOE) found the cost to dispose of depleted uranium hexafluoride ranged from 4 to 12 billion. As an alternative to disposal, INEEL developed a concept of converting depleted uranium into an oxide aggregate material for use in cement. This cement material is known as Ducrete cement and is used as a shielding material (D202937, p. 1). [Pg.997]

Crestfield et al. 379) have shown that most RNase samples contain dimers and higher aggregates. The amount of this aggregated material... [Pg.744]

Nuclear material Poorly aggregated materials but csn occupy up to 50% cell volume. Consist of DNA usually as a single molecule and makes up to 3% cell dry wt. [Pg.265]

Figure 1. Aggregate gradation for coarse aggregate materials... Figure 1. Aggregate gradation for coarse aggregate materials...
Test Strips. Larger batches of direct-substituted sulfur-asphalt paving mixtures were prepared with type IVb aggregate materials. Mixtures containing 0-, 15-, 25-, and 35-vol % sulfur in the asphalt binder were... [Pg.162]

As the temperature decreased, the cohesion between waste rubber, aggregates, material and bitumen increased. Therefore, by decreasing temperature, the stiffness modulus is decreased as well. Meanwhile, stiffness modulus in temperature of 25 °c is more than 40°c. This different between stiffness modulus at 25 °c and 40°c is about 53%. [Pg.151]

C. Meyer, S. Baxter, W. Jin, Alkali-siliea reaetion in concrete with waste glass as aggregate . Materials for a New Millennium, Proceedings of ASCE Materials Engineering Conference, Washington D.C., (1996), 1388-1394. [Pg.219]


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See also in sourсe #XX -- [ Pg.50 , Pg.204 , Pg.571 , Pg.600 , Pg.601 , Pg.679 ]

See also in sourсe #XX -- [ Pg.7 , Pg.44 ]




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