V. L. Opershtein
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- Method and results of testing piles tamped into holes drilled in soils classed as type II in terms of proneness to slump-type settlement (in order of discussion). In: Soil Mechanics and Foundation Engineering, v. 21, n. 3 (Mai 1984). (1984):
- Determination of pile bearing capacity from the results of tests under vertical cycle loads (in order of discussion). In: Soil Mechanics and Foundation Engineering, v. 22, n. 6 (November 1985). (1985):
- Experience in sinking an open caisson in a thixotropic lining. In: Soil Mechanics and Foundation Engineering, v. 3, n. 2 (März 1966). (1966):
- Prefabricated caissons. In: Soil Mechanics and Foundation Engineering, v. 4, n. 3 (Mai 1967). (1967):
- Precast frame foundation for mills. In: Soil Mechanics and Foundation Engineering, v. 6, n. 1 (Januar 1969). (1969):
- Waterproofing of the walls of open caissons. In: Soil Mechanics and Foundation Engineering, v. 6, n. 2 (März 1969). (1969):
- Means of increasing the economy of pile foundations. In: Soil Mechanics and Foundation Engineering, v. 13, n. 5 (September 1976). (1976):
- Results of observations on buildings on pile foundations under type II collapsibility soil conditions. In: Soil Mechanics and Foundation Engineering, v. 27, n. 4 (Juli 1990). (1990):