Since asphalt concrete exhibits elastic, plastic, and viscous properties in response to changes in temperature and external influences, establishing a relation-ship between stress and deformation is an important issue. The study of the elastic and viscosity properties of physical bodies began in 1868 with the introduction of the con-cept of relaxation by Maxwell. In 1890, Kelvin introduced the concept of retardation (subsequent effect). Different models have been proposed to establish the above-men-tioned relationship. Models such as Maxwell, Kelvin, Jeffries, Lesersich, Bingham, Burgers, Shvedov, Hutchek, and Crassus have been proposed. Despite the large num-ber of models offered, they are based on and are a combination of Hooke, Newton, and Saint-Venan models for elastic, viscous, and plastic bodies.
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