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Bitumen properties

In the more localized context of the Athabasca deposit, inconsistencies arise presumably because of the lack of mobility of the bitumen at formation temperature (approximately 4°C, 39°F). For example, the proportion of bitumen in the tar sand increases with depth within the formation. Furthermore, the proportion of the nonvolatile asphaltenes or the nonvolatile asphaltic fraction (asphaltenes plus resins) in the bitumen also increases with depth within the formation that leads to reduced yields of distillate from the bitumen obtained from deeper parts of the formation. In keeping with the concept of higher proportions of asphaltic fraction (asphaltenes plus resins), variations (horizontal and vertical) in bitumen properties have been noted previously, as have variations in sulfur content, nitrogen content, and metals content. Obviously, the richer tar sand deposits occur toward the base of the formation, but the bitumen is generally of poorer quality. [Pg.2947]

Mixing of ground scrap rubber in asphalt was used to resurface roads in 1972 [6]. Quite recently, an overview is presented of the state-of-the-art of the asphalt-rubber production technology, and factors influencing bitumen properties are discussed [12]. [Pg.182]

Precipitated bitumen (propane bitumen) properties corresponding to bitumen B65... [Pg.112]

Modified bitumens are bitumens whose rheological properties have been modified during manufacture by the use of one or more chemical agents (modifiers). The modification alters and improves certain bitumen properties, which results in the improvement of the respective bituminous mixture or application and therefore improved construction quality. [Pg.139]

The necessity of using modified bitumens initially emerged during the 1970s when, due to a large number of bitumen origin and production sources, variability in bitumen properties... [Pg.139]

Factors such as the rapid increase of traffic volume and axial loading, the higher demands of users for better and constant ride quality and the users disturbance during maintenance works made the need for improvement of bitumen properties and consequently of the bituminous works imperative. [Pg.140]

The use of thermosetting polymers, known as resins, is not as widespread as other polymers in the modified bitumen production, even though bitumen properties have improved in all aspects and the produced modified bitumen is the best that can be presented by the chemical industry. The reason for this is probably their high cost. [Pg.148]

Table 3.18 Framework specifications for polymer-modified bitumens - properties that apply to all polymer-modified bitumens... [Pg.155]

Table 3.19 Framework specifications for poiymer-modified bitumens - properties associated with regulatory or other regional requirements... Table 3.19 Framework specifications for poiymer-modified bitumens - properties associated with regulatory or other regional requirements...
Some laboratories and organisations have developed various methods/techniques (equations or nomograms) from which the fatigue performance of asphalt can be predicted more easily with reasonable accuracy. The predictive methods are based on asphalt stiffness, bitumen properties (penetration index, volume of bitumen or softening point) or air voids. [Pg.388]

Uses Emulsifier for min. oils, wh. oils, spindle oils, textile lubricants, bitumen Properties Liq. cloud pt. 68 C (10% in 25% BDG) 100% act. [Pg.711]

Uses Emulsifier for bitumen Properties Liq. dens. 1.02 solidiflcation pt. -2 C Stabiram 4582 [CecaSA]... [Pg.1051]

The principal characteristics of bitumen are its softening point and its needle penetrability. In France the latter has always been the basis for bitumen classification and class designation. Yet, the former is more representative of a bitumen s capacity to deform when the service temperature increases. The other properties have more or less importance depending on the application. [Pg.289]

Flotation or froth flotation is a physicochemical property-based separation process. It is widely utilised in the area of mineral processing also known as ore dressing and mineral beneftciation for mineral concentration. In addition to the mining and metallurgical industries, flotation also finds appHcations in sewage treatment, water purification, bitumen recovery from tar sands, and coal desulfurization. Nearly one biUion tons of ore are treated by this process aimuaHy in the world. Phosphate rock, precious metals, lead, zinc, copper, molybdenum, and tin-containing ores as well as coal are treated routinely by this process some flotation plants treat 200,000 tons of ore per day (see Mineral recovery and processing). Various aspects of flotation theory and practice have been treated in books and reviews (1 9). [Pg.40]

In the other market areas, lead naphthenates are used on a limited basis in extreme pressure additives for lubricating oils and greases. Sodium and potassium naphthenates are used in emulsiftable oils, where they have the advantage over fatty acid soaps of having improved disinfectant properties. Catalyst uses include cobalt naphthenate as a cross-linking catalyst in adhesives (52) and manganese naphthenate as an oxidation catalyst (35). Metal naphthenates are also being used in the hydroconversion of heavy petroleum fractions (53,54) and bitumens (55). [Pg.512]

Interest in naphtha (nafta) began with the discovery that petroleum could be used as an illuminant and as a supplement to bituminous incendiaries, which were becoming increasingly common in warfare. Greek fire was a naphtha—bitumen (or naphtha—asphalt) mix the naphtha provided the flame and the bitumen (or asphalt) provided the adhesive properties that prolonged the incendiary effect. [Pg.200]

The data available are generally for the Athabasca materials, although workers at the University of Utah (Salt Lake City) have carried out an intensive program to determine the processibiUty of Utah bitumen and considerable data have become available. Bulk properties of samples from several locations (Table 3) (9) show that there is a wide range of properties. Substantial differences exist between the tar sands in Canada and those in the United States a difference often cited is that the former is water-wet and the latter, oil-wet (10). [Pg.355]

In principle, the nonmining recovery of bitumen from tar sand deposits is an enhanced oil recovery technique and requires the injection of a fluid into the formation through an injection weU. This leads to the in situ displacement of the bitumen from the reservoir and bitumen production at the surface through an egress (production) weU. There are, however, several serious constraints that are particularly important and relate to the bulk properties of the tar sand and the bitumen. In fact, both recovery by fluid injection and the serious constraints on it must be considered in toto in the context of bitumen recovery by nonmining techniques (see PETROLEUM, ENHANCED OIL RECOVERY). [Pg.356]

Asphalt (bitumen) also occurs in various oil sand (also called tar sand) deposits which occur widely scattered through the world (17) and the bitumen is available by means of various extraction technologies. A review of the properties and character of the bitumen (18) suggests that, when used as an asphaltic binder, the bitumen compares favorably with specification-grade petroleum asphalts and may have superior aging characteristics and produce more water-resistant paving mixtures than the typical petroleum asphalts. [Pg.360]

P. H. Pfeiffer, The Properties ofMsphaltic Bitumen, Elsevier Publishing Company, Amsterdam, The Netherlands, 1950. [Pg.374]

Modified Bitumen Membranes. These membranes were developed in Europe during the late 1950s and have been used in the United States since the late 1970s. There are two basic types of modified asphalts and two types of reinforcement used in the membranes. The two polymeric modifiers used are atactic polypropylene (APP) and styrene—butadiene—styrene (SBS). APP is a thermoplastic polymer, whereas SBS is an elastomer (see Elastomers, thermoplastic elastomers). These modified asphalts have very different physical properties that affect the reinforcements used. [Pg.321]

Styrene—butadiene—styrene modified bitumen is an elastomeric material mixed into an asphalt between 10 and 15%. By using high energy mixing, the SBS is uniformly dispersed throughout the asphalt to form a network, referred to as phase reversal because the minor component s (SBS) physical properties are displayed by the final mixture. A properly formulated SBS asphalt blend has an elongation of 100% or greater and is flexible down to temperatures below —6°C. [Pg.321]

Blends with styrenic block copolymers improve the flexibiUty of bitumens and asphalts. The block copolymer content of these blends is usually less than 20% even as Httie as 3% can make significant differences to the properties of asphalt (qv). The block copolymers make the products more flexible, especially at low temperatures, and increase their softening point. They generally decrease the penetration and reduce the tendency to flow at high service temperatures and they also increase the stiffness, tensile strength, ductility, and elastic recovery of the final products. Melt viscosities at processing temperatures remain relatively low so the materials are still easy to apply. As the polymer concentration is increased to about 5%, an interconnected polymer network is formed. At this point the nature of the mixture changes from an asphalt modified by a polymer to a polymer extended with an asphalt. [Pg.19]

For many years atactic polypropylene was an unwanted by-product but today it finds use in a number of markets and is specially made for these purposes rather than being a by-product. In Europe the main use has been in conjuction with bitumen as coating compounds for roofing materials, for sealing strips where it confers improved aging properties and in road construction where it improves the stability of asphalt surfaces. Less important in Europe but more important in USA is its use for paper laminating for which low-viscosity polymers are used, often in conjunction with other resins. Limestone/atactic... [Pg.267]

Being either brittle or soft, these resins do not have the properties for moulding or extrusion compounds. These are, however, a number of properties which lead to these resins being used in large quantities. The resins are chemically inert and have good electrical insulation properties. They are compatible with a wide range of other plastics, rubbers, waxes, drying oils and bitumens and are soluble in hydrocarbons, ketones and esters. [Pg.471]


See other pages where Bitumen properties is mentioned: [Pg.289]    [Pg.355]    [Pg.355]    [Pg.356]    [Pg.355]    [Pg.355]    [Pg.356]    [Pg.74]    [Pg.70]    [Pg.289]    [Pg.355]    [Pg.355]    [Pg.356]    [Pg.355]    [Pg.355]    [Pg.356]    [Pg.74]    [Pg.70]    [Pg.43]    [Pg.287]    [Pg.512]    [Pg.171]    [Pg.162]    [Pg.164]    [Pg.211]    [Pg.214]    [Pg.214]    [Pg.216]    [Pg.349]    [Pg.352]    [Pg.352]    [Pg.360]    [Pg.7]   
See also in sourсe #XX -- [ Pg.125 ]

See also in sourсe #XX -- [ Pg.55 ]

See also in sourсe #XX -- [ Pg.55 ]




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Athabasca bitumen properties

Bitumen

Bitumens chemical properties

Bitumens physical properties

Characteristic properties of asphalts with elastomer-modified bitumen

Characteristic properties of elastomer-modified bitumen

Characteristic properties of modified bitumen and asphalts with thermoplastic polymers

Desired Bitumen Properties

Mechanical properties of bitumen

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