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Road-building

Crushed stone for road building must be relatively strong and inert, and must meet specifications regarding size distribution and shape. Both size and shape are determined by the crushing operation. Table 20-29 lists specifications for a few size ranges. [Pg.1870]

Tin slag Smelting Major utilization Some in tips Grit blasting and road building... [Pg.499]

In 1955 it was discovered that mixtures of ammonium nitrate and fine coal dust have satisfactory blasting capabilities in large (9 inch) holes used in open-pit coal mines to remove the rock and soil covering the coal. Polyethylene bags containing this material deform to fit the hole and provide moderate water resistance. ANFO is used in open-pit iron and copper mines and for construction such as road building. The mixture is air blown into 2-inch holes or less m maiiv underground mines. [Pg.275]

Roman road building prowess is exemplified in the construction of the Appian Way. [Pg.1241]

A first-order estimate of the impacts of the flood scenario can be obtained through an evaluation of the flood depth map after it has been overlaid onto an electronic version of a standard topographic map that depicts roads, buildings, and public facilities. Such maps are useful for preparing evacuation plans and selecting locations for roadblocks. The FLDWAV output files may be consulted to determine the time characteristics of the flood, such as the time from the dam breach to the onset of flooding, and the duration of flooding. [Pg.200]

Pollutants and greenhouse gases can be separated from the gaseous stream. As much as 99% of sulfur and other pollutants can be removed and processed into commercial products such as chemicals and fertilizers. Unreacted solids can be collected and marketed as co-products such as slag for road building. [Pg.197]

Geothermal reservoir rocks are typically fractured and therefore exhibit variable and anisotropic permeability. For that reason it is neither possible to predict with confidence how an injection well may perform with respect to its injectivity nor with respect to which way the injected fluid will flow once it is in the reservoir. Because of this complication, the success of injection varies between fields and it is anticipated that a special injection scheme must be developed for each field depending on its characteristics, mainly the three-dimensional distribution of permeability and the waste fluid composition. Injection may require drilling of special wells. Alternatively, wells drilled for the purpose of production may not have adequate yield but can be used successfully as injection wells. When this is the case, no special wells need to be drilled for injection purposes, which reduces road building and therefore scenery spoliation. [Pg.328]

The prime impetus for this wide spread activity was the "energy crisis" which produced considerable uncertainty about the future availability of asphalt cement for road building purposes and as a consequence caused bid prices to soar over the past eight years. [Pg.187]

Saylak, D., Gallaway, . M. and Noel, J. S., "Evaluation of a Sulfur-Asphalt Emulsion Binder Systems for Road Building Purposes", Final Report, Texas A M Research Project - RF 3146, January, 1976. [Pg.192]

By 1911 the tonnage of domestic petroleum asphalts exceeded the importations of Trinidad and Bermudez asphalts. Starting about 1920, and coincident with the rapid expansion in rural road building, the production of petroleum asphalt has rapidly increased, as shown by Figure 1, so that it exceeded 9,000,000 tons in 1949. The ratio of petroleum to native and rock asphalt production in 1949 was approximately 8 to 1 (186). [Pg.264]

From that time the use of explosives for various engineering operations such as mining, road building, dam building, land improvement etc. became general. [Pg.324]

Among various applications of explosives to engineering work such as tunnel and road building, water front, harbour and river regulation etc., explosive working of metals was recently added to the list of peaceful uses of explosives [97]. [Pg.495]

Increasing restrictions also apply to the chloride process, so that efforts are continually being made to use the iron chloride byproduct, e.g., in water treatment and as a flocculation agent [2.56], Another process for treating metal chorides with cement and alkaline compounds to produce rock-like aggregates for road building is described in [2.57]. [Pg.62]

With reference Fig. 1, it will be noted that topped tar is the residue remaining from the topping operation where the chemicals are separated as the distillate. The principal use of lopped tar is in road materials. A number of standard grades (RT-I to RT-12) are available, the grade depending on the consistency or viscosity of the tar. Road tar has excellent weather and skid resistance, but its use is limited by availability and price as compared with asphalt. This is borne out by the respective amounts used for road building (United States) with about 90% using asphalt. [Pg.408]


See other pages where Road-building is mentioned: [Pg.158]    [Pg.227]    [Pg.499]    [Pg.432]    [Pg.327]    [Pg.479]    [Pg.139]    [Pg.342]    [Pg.499]    [Pg.705]    [Pg.349]    [Pg.135]    [Pg.47]    [Pg.273]    [Pg.281]    [Pg.150]    [Pg.191]    [Pg.124]    [Pg.189]    [Pg.298]    [Pg.299]    [Pg.44]    [Pg.123]    [Pg.124]    [Pg.233]    [Pg.395]    [Pg.406]    [Pg.126]    [Pg.1352]    [Pg.484]    [Pg.320]    [Pg.132]   
See also in sourсe #XX -- [ Pg.123 , Pg.124 ]




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