A. A. Musaélyan
- Construction experience with industrial structures on soils prone to slump-type settlement in the Tadzhik SSR. In: Soil Mechanics and Foundation Engineering, v. 19, n. 1 (Januar 1982). (1982):
- Improving methods for the installation of beds and foundations in the Tadzhik SSR. In: Soil Mechanics and Foundation Engineering, v. 19, n. 6 (November 1982). (1982):
- Experimental studies of the dynamic stability of slopes composed of soils prone to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 18, n. 4 (Juli 1981). (1981):
- Rational use of land for construction in the Tadzhik SSR. In: Soil Mechanics and Foundation Engineering, v. 20, n. 4 (Juli 1983). (1983):
- Control of degree of strengthening of bases of deformed buildings by the silicate injection process. In: Soil Mechanics and Foundation Engineering, v. 22, n. 6 (November 1985). (1985):
- Some characteristic features of construction of soils prone to slump-type settlement in seismic regions of the Tadzhik SSR. In: Soil Mechanics and Foundation Engineering, v. 25, n. 5 (September 1988). (1988):
- Settlement deformation of soils in dynamic loading (published for discussion). In: Soil Mechanics and Foundation Engineering, v. 9, n. 4 (Juli 1972). (1972):
- Construction on slump-prone soils in seismic regions of Tadzhik SSR and ways to improve it. In: Soil Mechanics and Foundation Engineering, v. 9, n. 6 (November 1972). (1972):
- Deformation properties of loesses of the Tadzhik depression (for discussion). In: Soil Mechanics and Foundation Engineering, v. 10, n. 2 (März 1973). (1973):
- Changes in seismic properties of loess soils under engineering site preparation. In: Soil Mechanics and Foundation Engineering, v. 26, n. 3 (Mai 1989). (1989):
- Construction of artificial bases on water-saturated loess soils in the Tadzhik SSR. In: Soil Mechanics and Foundation Engineering, v. 23, n. 4 (Juli 1986). (1986):