The shear strength parameters of the soil are C = 15kN/m2 and p = 200. Undrained triaxial test is carried on the specimen of the soil. Determine the deviator stress at which failure will occur if the cell pressure is 200 kN/m2. The pore pressure developed during the test is 50 kN/m2.

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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.