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Retaining wall

Filtration installations include wrapping the trench of a pavement-edge drain system to prevent contamination of the underdrain placement behind retaining walls and bridge abutments to prevent contamination of the sand blanket placed against the stmcture to allow dissipation of pore pressures in order to avoid failure of the stmcture as silt fences to allow surface mnoff from a site while retaining the soil suspended in the mnoff and on earth slopes beneath larger stone or other overlay materials to prevent erosion of the slope as water escapes from the interior of the slope. [Pg.260]

The civil engineering market for scrap tires encompasses several distinct uses. Whole tires have been used to constmct retaining walls and crash barriers. One pubhcized use is the constmction of houses and at least one motel (7). Whole tires have been used in erosion control, and to constmct breakwaters and artificial reefs. [Pg.19]

Heat is transferred to the wet material by conduction through a solid retaining wall, usually metalhc. [Pg.1186]

However, it is not always possible to run a pilot-plant test in order to determine the depth of cut. A well-accepted alternative approach makes use of the more sophisticated test leaf illustrated in Fig. 18-97. This test leaf is designed so that the cake and precoat are extruded axially out the open end of the leaf. The top of the retaining wall on this end of the leaf is a machined surface which serves as a support for a... [Pg.1698]

The extrapolated values of decrease in thickness for 50 and 100 years in Table 4-2 are relevant in predicting the life of structural components (e.g., buried foundations of roads and steel retaining walls). These structural items lose their functional efficiency if their strength is impaired by too great a loss of thickness. [Pg.147]

The protection current densities for structures near the sea can amount to 60 to 100 mA m - for uncoated surfaces in the area in contact with water and 20% of that for parts driven into the soil. The land sides of retaining walls take so little current that they do not have to be taken into account in the calculation. With coated objects, the protection current density lies between 5 and 20 mA m . depending on the quality of the coaling. About half this value must be expected for the part in the soil because either the coating is absent or is damaged by the driving. [Pg.377]

Anode supports, cable insulators and the coating on the object to be protected can be destroyed by anodic evolution of chlorine (see Section 7.1), Only chorine-resistant materials should be used. Anodes on retaining walls or between pile foundations can be installed in perforated or fabricated plastic tubes (half-shells) (see Fig. 16-8). They must naturally be provided with very many holes to avoid uneven removal of anode material. Filter tubes of a chlorine-resistant special material or... [Pg.378]

Fig. 19-5 Renovation of a retaining wall with cathodic protection, division into sections. Fig. 19-5 Renovation of a retaining wall with cathodic protection, division into sections.
Retaining Walls, Sea Walls, etc or carefully selected Planted Trees on slopes, shores and coasts for Soil Retention. [Pg.63]

Transfer facilities, processors and rerefiners, and burners must also have secondary containment systems to prevent oil from reaching the environment in the event of a spill or leak. Secondary containment consists of an oil-impervious dike, berm, or retaining wall to contain releases, as well as an oil-impervious floor to prevent migration. [Pg.444]

Of particular importance in these application are the long lifetimes. Civil engineering structures can be designed for up to 120 years service. Safety is critical where the geotextile is used for reinforcement, such as in steep embankments, retaining walls, bridge abutments, and embankments built over soft soil or old mineworkings. [Pg.165]

Construction of a subsurface structure that penetrates the water table only a short distance can be an effective LNAPL retention technique. Most underflow structures function in the same way as a surface baffle in an oil water separator or a septic tank. The structure must be carefully installed perpendicular to groundwater flow, and have some arrangement to collect the free-phase LNAPL. Often, a simple French drain (constructed parallel to the retaining wall) leading to a recovery well (with skimmer) is effective. A schematic diagram of a hydraulic underflow structure with a skimming unit is presented in Figure 7.3. [Pg.214]

Expression is the separation of liquid from a two-phase solid-liquid system by compression of the system under conditions that permit the liquid to escape, while the solid is retained between the compressing surfaces. Expression serves the same purposes as filtration but is distinguished from the latter in that the pressure is applied by movement of the retaining walls instead of pumping the material into a fixed space. Expression is usually employed to separate systems that are not easily pumped. It is also used instead of filtration when a more thorough removal of liquid from the cake is desired. The usual equipment for expression is a hydraulic press. Most of the common vegetable oils are produced by expression, In the expl in-... [Pg.368]

The Sulphur Innovations Ltd. material, Sulfurcrete, has been sold commercially as pre-cast products (pipeline weights, median barriers, parking curbs, etc.) and poured in place as road patches, floor slabs, retaining walls, etc. (20). [Pg.151]

In 1916 an experimental plant was erected by Bergius near Mannheim however, little progress was made until 1921. In this plant coal paste was hydrogenated in horizontal reactors. In these reactors heated nitrogen at reaction pressure was circulated between a liner and the pressure-retaining wall to supply heat and to prevent reaction hydrogen from corroding the steel of the pressure vessels. The products obtained in this plant... [Pg.239]

Geometric considerations in dike design include the base area configuration, slope of the dike floor, and the height of a retaining wall. Optimal dike design must satisfy two criteria (1) it must provide safe fluid containment, and (2) it must be proportioned for the most economical size. [Pg.92]


See other pages where Retaining wall is mentioned: [Pg.260]    [Pg.176]    [Pg.20]    [Pg.323]    [Pg.337]    [Pg.550]    [Pg.378]    [Pg.379]    [Pg.427]    [Pg.977]    [Pg.1351]    [Pg.67]    [Pg.565]    [Pg.222]    [Pg.138]    [Pg.462]    [Pg.438]    [Pg.167]    [Pg.192]    [Pg.479]    [Pg.20]    [Pg.50]    [Pg.145]    [Pg.432]    [Pg.432]    [Pg.323]    [Pg.337]    [Pg.260]    [Pg.431]    [Pg.508]    [Pg.508]    [Pg.166]    [Pg.349]   
See also in sourсe #XX -- [ Pg.45 ]

See also in sourсe #XX -- [ Pg.733 ]

See also in sourсe #XX -- [ Pg.707 ]

See also in sourсe #XX -- [ Pg.447 , Pg.458 , Pg.459 ]




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