Prob no. 31 A slope of 10 m depth in cohesive soil fails at 4 m due to sudden drawdown. UCS test performed on this cohesive soil which results in yielding of test at 25 kPa. The Taylor's stability number for given soil slope profile will be..? [G = 2.6, e = 0.6, Yw= 10 kN/m3]

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Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.