V. S. Rybin
- Vertical stresses in a bed stratum due to a load uniformly distributed over the area of a polygon. In: Soil Mechanics and Foundation Engineering, v. 18, n. 5 (September 1981). (1981):
- Stresses at the boundary between the active bed zone and incompressible layer. In: Soil Mechanics and Foundation Engineering, v. 37, n. 3 (Mai 2000). (2000):
- Determination of bed settlements induced by a load uniformly distributed over the area of a right-angle triangle. In: Soil Mechanics and Foundation Engineering, v. 43, n. 4 (Juli 2006). (2006):
- Computation of settlements at characteristic points in the lower surface of a rectangular foundation. In: Soil Mechanics and Foundation Engineering, v. 20, n. 1 (Januar 1983). (1983):
- Bed settlements from loads uniformly distributed across area of polygon. In: Soil Mechanics and Foundation Engineering, v. 22, n. 6 (November 1985). (1985):
- Determination of optimal shape and dimensions of the lower surface of eccentrially loaded shallow foundations. In: Soil Mechanics and Foundation Engineering, v. 49, n. 1 (März 2012). (2012):
- Determination of the settlement of a multilayer bed by its replacement with a single-layer bed. In: Soil Mechanics and Foundation Engineering, v. 44, n. 3 (Mai 2007). (2007):
- Rectangular Foundations Functioning With Separation of Their Lower Surface When Subjected to Bidirectional Moments. In: Soil Mechanics and Foundation Engineering, v. 51, n. 2 (Mai 2014). (2014):
- Designing piles of variable stiffness. In: Soil Mechanics and Foundation Engineering, v. 20, n. 5 (September 1983). (1983):