1. Nonlinear characterization of sand-asphalt concrete by means of permanent-memory norms
2. Kim Y. R. (1988). “Evaluation of healing and constitutive modeling of asphalt concrete by means of the theory of nonlinear viscoelasticity and damage mechanics ” dissertation presented to Texas A&M University at College Station Tex. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
3. Kim Y. R. and Little D. N. (1989). “Evaluation of healing in asphalt concrete by means of the theory of nonlinear viscoelasticity.” Transp. Res. Rec. Transp. Res. Board Washington D.C. (in press).
4. Fatigue Damage of Asphalt under Compound Loading