V. S. Kopeikin
- Design of a sandy foundation bed by means of physically and mathematically nonlinear equations. In: Soil Mechanics and Foundation Engineering, v. 14, n. 1 (January 1977). (1977):
- Elastoplastic analysis of the nonlinear stage of behavior of a soil base. In: Soil Mechanics and Foundation Engineering, v. 28, n. 6 (November 1991). (1991):
- Calculation of the settlement of foundations with consideration of the effect of the stress state on characteristics of the soil's deformability. In: Soil Mechanics and Foundation Engineering, v. 30, n. 4 (July 1993). (1993):