Determination of seismically safe distances during the compaction of soils by tampers with various impact energies: I. G. Rabinovich & A. G. Chakhvadze, Soil Mechanics & Foundation Engineering, 32(1), 1995, pp 10–13; translated from: Osnovaniya, Fundamenty i Mekhanika Gruntov, 1, 1995, pp 9–111996

Use of pile foundations in soils classed as type II in terms of proneness to slump-type settlement and compacted with wettingI. G. Rabinovich; Yu. A. Bagdasarov; A. G. Chakhvadze; G. I. D'yachenko; E. A. Bozhko · 1989