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- W2096796086 abstract "Bitumen is available in variety of types and grades. To judge the suitability of these grades various tests are specified by the different agencies like ASTM, ISI, and IRC etc. For classifying bitumen and studying the performance of bituminous pavement, penetration and ductility tests are essential. The other tests like softening point, flash and fire point tests are more important to guide the paving technologists during field operations. In recent years it has been recognized that the above tests are not sufficient to define the temperature susceptibility of bituminous materials .The bitumen from the different sources possessing the same penetration value at the specified temperature may exhibit entirely different viscous characteristics at the application temperatures. These tests therefore may need intensive correlation with fundamental property like viscosity. Viscosity is the resistance offered by the liquids for its motion and it is the general term for consistency. The degree of fluidity of binder at the application temperature greatly influences the strength characteristics of the paving mixes. High or low viscosity during mixing or compaction will result in lower stability values. At low viscosity bituminous binder simply lubricates the aggregates instead of coating a thin film over. At high viscosity resists the compaction effort and mix results in heterogeneous character exhibiting low stability values. Thus measurement of viscosity at the application temperature is very much essential. The conventional type of measurement of viscosity involves the determination of transpiration time to flow certain quantity of flow under certain test condition. These methods give viscosity in seconds, specifying the apparatus with which it is measured. Brookfield viscometer is one which measures the viscosity directly in centipoises. Test procedure is very simple to conduct. With the Thermosel accessories viscosity can be determined to any desired temperature. Present studies made use of this one. Various types of cracks, like fatigue cracking, low temperature cracking etc. were found to develop on bituminous pavements. In recent years to prevent these cracking in bituminous pavements geosynthesis in the form of fibers are being extensively used. The present investigation envisages laboratory study of different grades of bitumen with and without fibers with respect to change in viscosity measured with Brookfield viscometer ." @default.
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- W2096796086 date "2012-01-15" @default.
- W2096796086 modified "2023-09-25" @default.
- W2096796086 title "Laboratory Study on Fibrous and Non Fibrous Bitumen Using Brookfield Viscometer" @default.
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- W2096796086 doi "https://doi.org/10.15373/22501991/mar2013/32" @default.
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