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Fill material properties

U. Lohbauer, Dental glass ionomer cements as permanent filling materials Properties, limitations and future trends. Materials 3 (2010) 76-96. [Pg.176]

An overview of the most relevant dimensional and technical aspects to be monitored and tested for land reclamation projects is presented in Table 11.1. A subdivision is made with respect to the fill geometry, the fill material properties and the fill mass properties. [Pg.415]

Fill material properties 11.3.2.1 Grain size distribution... [Pg.420]

Bearing capacity and slope stability requirements can be translated into technical requirements by specifying the fill material properties such as required angle of internal friction or shear strength. Since the friction angle is not easy to measure in the field, often a correlation with other parameters such as the Relative Density, degree of compaction or the Cone Resistance is used. [Pg.454]

Testing shall be carried out by the Contractor in the laboratory to determine whether or not the materials placed comply with the fill material properties described in the Specifications. [Pg.466]

Resin Viscosity. The flow properties of uncured compounded plastics is affected by the particle loading, shape, and degree of dispersion. Flow decreases with increased sphericity and degree of dispersion, but increases with increased loading. Fillers with active surfaces can provide thixotropy to filled materials by forming internal network stmctures which hold the polymers at low stress. [Pg.369]

The si2e of the vegetable tanning molecules and the coUoidal nature of the system result in the fixation in the hide of filling materials. The filling action is essentially an impregnation of the hide to form a dense firm leather. These properties are gready desired in sole and mechanical leathers. [Pg.86]

These price and property ranges do not include fine retardant grades or highly filled materials for sound deadening. Shore A or D as indicated. [Pg.16]

Figure 24.9. Effect of cure time on some properties of M-F mouldings. Cure temperature cellulose filled 295-308°F mineral filled 300-320°F O glass-filled material, asbestos-filled material, A cellulose-filled material (a) Cross-breaking strength (b) tensile strength (c) impact strength (d) impact strength (e) water absorption (rag), boiling water 30 min (f) cold water 24 h, 23°C ... Figure 24.9. Effect of cure time on some properties of M-F mouldings. Cure temperature cellulose filled 295-308°F mineral filled 300-320°F O glass-filled material, asbestos-filled material, A cellulose-filled material (a) Cross-breaking strength (b) tensile strength (c) impact strength (d) impact strength (e) water absorption (rag), boiling water 30 min (f) cold water 24 h, 23°C ...
However, the chief purpose of introduction of fillers into PCM is to make possible the modification of polymers and thereby create materials with a prescribed set of physico-mechanical properties, and, obviously, the properties of filled materials may be controlled by, for example, varying the type of the base polymer (the matrix ) and filler, its particle size distribution and shape. It may not require a large quantity of filler [7]. Thanks to considerable advances in PCM research, their use in a broad range of industries — machine building, construction, aerospace technology, etc. — has become extensive [8 — 11]. [Pg.3]

At sufficiently low strain, most polymer materials exhibit a linear viscoelastic response and, once the appropriate strain amplitude has been determined through a preliminary strain sweep test, valid frequency sweep tests can be performed. Filled mbber compounds however hardly exhibit a linear viscoelastic response when submitted to harmonic strains and the current practice consists in testing such materials at the lowest permitted strain for satisfactory reproducibility an approach that obviously provides apparent material properties, at best. From a fundamental point of view, for instance in terms of material sciences, such measurements have a limited meaning because theoretical relationships that relate material structure to properties have so far been established only in the linear viscoelastic domain. Nevertheless, experience proves that apparent test results can be well reproducible and related to a number of other viscoelastic effects, including certain processing phenomena. [Pg.820]

In the transition zone, EHL is still important, but as more water is removed, EHL at the microscale (MEHL) becomes more important, and when the water layer is reduced to molecular levels, another mechanism, BL takes over. Since BL is the main mechanism by which friction is generated in the overall skidding process, any material properties which increase the proportion of BL in the transition zone relative to EHL, i.e., accelerate the transition from EHL to BL, will have an impact on overall skid performance. As discussed above, modulus is an important factor in determining the rate of water removal in EHL. Eor MEHL, it is the modulus on the microscale at the worn surface of the tread that is critical. There is evidence that after a certain amount of normal wear, a significant part of the surface of silica-filled compounds is bare silica, whereas in black-filled compounds, the surface is fully covered by rubber.The difference in modulus between rubber and silica is very large, so even if only part of the worn surface is bare silica, it would make a significant impact on the... [Pg.949]

The sheets consisting of tetrahedron-octahedron-tetrahedron layers in cation-poor sheet silicates are completely planar due to the symmetrical environment of the cation layer. If the sheets are electrically neutral as in talc, the attractive forces between them are weak as a consequence, the crystals are soft and easy to cleave. The use of talc as powder, lubricating agent, polishing material and filling material for paper is due to these properties. [Pg.183]

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]

Should these bonds prove to have a long prognosis clinically then improvements in the properties of the composite resin restorative system could make dental composite a superior direct filling material for any application in the dentition. [Pg.211]

It is easy to see that these models are all based on the same (microstructural) principle, viz. that there is an elementary structural unit that can be described and then used for calculation. Remember that the corresponding unit cell for foamed polymers is the gas-structure element8 10). Microstructural models are a first approximation to a general theory describing the deformation and failure of gas-filled materials. However, this approximation cannot be extended to allow for all macroscopic properties of a syntactic foam to be calculated 166). In fact, the approximation works well only for the elastic moduli, it is satisfactory for strength properties, but deformation... [Pg.112]


See other pages where Fill material properties is mentioned: [Pg.415]    [Pg.443]    [Pg.463]    [Pg.466]    [Pg.415]    [Pg.443]    [Pg.463]    [Pg.466]    [Pg.363]    [Pg.364]    [Pg.417]    [Pg.444]    [Pg.86]    [Pg.471]    [Pg.124]    [Pg.835]    [Pg.72]    [Pg.95]    [Pg.261]    [Pg.604]    [Pg.152]    [Pg.264]    [Pg.335]    [Pg.179]    [Pg.187]    [Pg.188]    [Pg.617]    [Pg.143]    [Pg.170]    [Pg.439]    [Pg.47]    [Pg.167]    [Pg.633]    [Pg.1033]   


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