The article “Mechanistic-Empirical Design of Bituminous Roads: An Indian Perspective” (A. Das and B. Pandey, Journal of Transportation Engineering, 1999:463–471) presents an equation of the form y = a(1/x₁)b(1/x₂)^c for predicting the number of repetitions for laboratory fatigue failure (y) in terms of the tensile strain at the bottom of the bituminous beam (x₁) and the resilient modulus (x₂). Transform this equation into a linear model, and express the linear model coefficients in terms of a, b, and c.