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Material gradation

Xu Hong, Study on Relation Between Rock Material Gradation and Permeability, Chengdu, Sichuan Water Resources, No. 4 2004. [Pg.802]

AU processed material is screened to return the coarse fraction for a second pass through the system. Process feed rates are matched to operating variables such as rpm speed and internal clearances, thus minimizing the level of excess fines (—200 mesh (<0.075 mm mm)). At one installation (3) the foUowing product size gradation of total smaller than mesh size (cumulative minus) was obtained ... [Pg.569]

Physical properties involve tests of the physical index parameters of the materials. For spent foundry sand, these parameters include particle gradation, unit weight, specific density, moisture content, adsorption, hydraulic conductivity, clay content, plastic limit, and plastic index. These parameters determine the suitability of spent foundry sand for uses in potential applications. Typical physical properties of spent green foundry sand are listed in Table 4.5. [Pg.164]

The grain size distribution of spent foundry sand is very uniform, with approximately 85 to 95% of the material between 0.6mm and 0.15mm (No. 30 and No. 100) sieve sizes. Five to twelve percent of foundry sand can be expected to be smaller than 0.075 mm (No. 200 sieve). The particle shape is typically subangular to round. Spent foundry sand gradations are too fine to satisfy the fine aggregate standard specified in specification ASTM C33 Standard Specification for Concrete Aggregates. [Pg.164]

Some of the more important properties of materials that are used for the construction of embankments or fills include gradation, unit weight, specific gravity, moisture-density characteristics, shear strength, compressibility, bearing capacity, permeability, and corrosion resistance. Table 4.21 provides a list of the standard test methods usually used to assess the suitability of conventional earthen fill materials for use in embankment or fill construction. [Pg.186]

When the subsurface materials are uniform and isotropic (no gradational changes or confining layers) the airflow pathways are also uniform. The airflow paths developed for an open system and a covered system are shown in Figure 10.5. Selection of covered or uncovered is determined by the air paths necessary to contact the contamination. At some sites, inlet vent wells are installed to ensure air entry at specific locations. [Pg.301]

Bottom ash has a similar chemical makeup to fly ash but has a much coarser gradation. A recent study on its use as a sub-base material showed that it had sufficient engineering properties to perform adequately. [Pg.219]

For any heterotype solid solution, or a nonstoichiometric compound, EDX analysis in the AEM on a large number of crystals is required. In a typical laboratory situation 30 to 40 crystals are routinely analyzed for each preparation. This sampling is adequate to establish trends in stoichiometric variations in a heterogeneous material. Fine gradations in compositions of a seemingly phase-pure material by the criterion of bulk diffraction techniques, can also be revealed. For quantitative microanalysis, a ratio method for thin crystals (16) is used, given by the equation ... [Pg.565]

Objects to be flow coated are coated on a conveyor through an enclosure in which streams of coating are squirted on them from all sides. The excess material runs off and is recirculated through the system. There is still some thickness gradation, but much smaller than in dipping. [Pg.137]

Fig. 4—Illustration of mixed-media filter bed before and after backwashing. The column on the left shows a mixed-media filter before the first backwash. Note the three discrete layers of filter materials supported on coarse high-density gravel. After backwash (the column at the right), note that no interfaces remain and that the throe materials have intermixed to form the inverse void gradation. Fig. 4—Illustration of mixed-media filter bed before and after backwashing. The column on the left shows a mixed-media filter before the first backwash. Note the three discrete layers of filter materials supported on coarse high-density gravel. After backwash (the column at the right), note that no interfaces remain and that the throe materials have intermixed to form the inverse void gradation.
A recent development is to combine filtration with solid-phase extraction separation. These filter modules contain a unique silica gel membrane that binds up to 20 pg of DNA in the presence of a high concentration of chao-tropic salt and allow eventual elution in a small volume of low-salt buffer. They also contain an asymmetric laminar membrane with a gradation of pore sizes for efficient removal of material precipitated in the lysate. Such membrane filters eliminate time-consuming phenol-chloroform extraction and alcohol precipitation. The impregnation of silica in the membrane matrix also prevents the problems associated with loose resins and slurries. High-purity plasmid DNA eluted from such modules is ready to use and often needs no further precipitation, concentration, or desalting. [Pg.346]


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See also in sourсe #XX -- [ Pg.175 ]




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