A. L. Kryzhanovskii
- Mechanical behavior of soils in the three-dimensional stressed state. In: Soil Mechanics and Foundation Engineering, v. 20, n. 1 (January 1983). (1983):
- Use of Coulomb's law in solving problems of the limiting state of foundation beds. In: Soil Mechanics and Foundation Engineering, v. 20, n. 2 (March 1983). (1983):
- Determination of the friction angle of soils in triaxial-compression apparatus and shear devices. In: Soil Mechanics and Foundation Engineering, v. 22, n. 3 (May 1985). (1985):
- Fundamental relations of the stress state and the strength of sandy ground. In: Soil Mechanics and Foundation Engineering, v. 3, n. 3 (May 1966). (1966):
- Development patterns of the stress-strain state of a sandy foundation bed during two-dimensional deformation. In: Soil Mechanics and Foundation Engineering, v. 9, n. 1 (January 1972). (1972):
- Formation of zones of limit equilibrium in the foundation bed of a test plate. In: Soil Mechanics and Foundation Engineering, v. 11, n. 2 (March 1974). (1974):
- Effectiveness of designing foundation beds with consideration of nonlinear strain properties of the soil. In: Soil Mechanics and Foundation Engineering, v. 12, n. 5 (September 1975). (1975):
- Determination of the angle of friction of granular soils in triaxial apparatus and shear devices. In: Soil Mechanics and Foundation Engineering, v. 20, n. 6 (November 1983). (1983):