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I. G. Rabinovich

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Rabinovich, I. G. / Konstantinovskii, D. I. / Arpaksyd, M. A. / Tret'yakov, E. V. / Protsenko, I. I. (1982): Installation of foundations in trenches tamped in sandy soils for industrial construction. In: Soil Mechanics and Foundation Engineering, v. 19, n. 5 (September 1982).

    https://doi.org/10.1007/bf02336180

  2. Krutov, V. I. / Rabinovich, I. G. / Filatov, A. I. (1980): Foundations in trenches tamped into saturated clayey soils. In: Soil Mechanics and Foundation Engineering, v. 17, n. 5 (September 1980).

    https://doi.org/10.1007/bf01710921

  3. Rabinovich, I. G. / Marinin, K. M. / Balyasin, N. F. (1978): Construction properties of cinders from the Vladimir Central Heating and Power Plant in connection with their use as fill. In: Soil Mechanics and Foundation Engineering, v. 15, n. 1 (Januar 1978).

    https://doi.org/10.1007/bf02145323

  4. Krutov, V. I. / Rabinovich, I. G. / Kogai, V. K. / Naumov, V. Ya. / Shakhov, O. A. (1984): Experience with collapsible soil consolidation by preliminary wetting in rural construction in foothill regions in Uzbekistan. In: Soil Mechanics and Foundation Engineering, v. 21, n. 4 (Juli 1984).

    https://doi.org/10.1007/bf01710603

  5. Antonyuk, V. G. / Rabinovich, I. G. (1984): Experience with improved foundations in tamped trenches for farm buildings in the Ukraine. In: Soil Mechanics and Foundation Engineering, v. 21, n. 6 (November 1984).

    https://doi.org/10.1007/bf01711758

  6. Rabinovich, I. G. / Chakhvadze, A. G. (1995): Determination of seismically safe distances during the compaction of soils by tampers with various impact energies. In: Soil Mechanics and Foundation Engineering, v. 32, n. 1 (Januar 1995).

    https://doi.org/10.1007/bf02336245

  7. Rabinovich, I. G. (1965): Calculation of the depth of soil freezing near the outside walls of heated buildings. In: Soil Mechanics and Foundation Engineering, v. 2, n. 6 (November 1965).

    https://doi.org/10.1007/bf01704867

  8. Rabinovich, I. G. (1969): Suggestions on consideration of the thermal effect of heated buildings on freezing depth of soil (discussion). In: Soil Mechanics and Foundation Engineering, v. 6, n. 3 (Mai 1969).

    https://doi.org/10.1007/bf01704959

  9. Rabinovich, I. G. (1971): Slump-like deformation of loess soils acted on by simulated earthquakes. In: Soil Mechanics and Foundation Engineering, v. 8, n. 4 (Juli 1971).

    https://doi.org/10.1007/bf01702701

  10. Rabinovich, I. G. / Galitskii, V. G. (1972): Preparation and construction of building foundations for the Volga Automobile Plant. In: Soil Mechanics and Foundation Engineering, v. 9, n. 4 (Juli 1972).

    https://doi.org/10.1007/bf01707253

  11. Rabinovich, I. G. / Urinov, M. I. (1974): Characteristics of the development of collapse in loess soils with time. In: Soil Mechanics and Foundation Engineering, v. 11, n. 5 (September 1974).

    https://doi.org/10.1007/bf01705575

  12. Rabinovich, I. G. (1976): Calculation of wet zones in loessal settlement-prone soils. In: Soil Mechanics and Foundation Engineering, v. 13, n. 5 (September 1976).

    https://doi.org/10.1007/bf01705837

  13. Rabinovich, I. G. / Klemeshev, V. N. / Karamzin, V. E. (1987): Investigation of soil vibrations under tamping by extraheavy rammer. In: Soil Mechanics and Foundation Engineering, v. 24, n. 1 (Januar 1987).

    https://doi.org/10.1007/bf01715734

  14. Zadvornev, G. A. / Zarubin, B. M. / Berminov, A. B. / Lobanov, O. V. / Rabinovich, I. G. (1989): Experience gained with the thawing of seasonally frozen soils using a low-temperature plasma to install foundations. In: Soil Mechanics and Foundation Engineering, v. 26, n. 2 (März 1989).

    https://doi.org/10.1007/bf02306760

  15. Rabinovich, I. G. / Bagdasarov, Yu. A. / Chakhvadze, A. G. / D'yachenko, G. I. / Bozhko, E. A. (1989): Use of pile foundations in soils classed as type II in terms of proneness to slump-type settlement and compacted with wetting. In: Soil Mechanics and Foundation Engineering, v. 26, n. 5 (September 1989).

    https://doi.org/10.1007/bf02311931

  16. Petrukhin, V. A. / Rabinovich, I. G. (1990): Post-subsidence deformations of loess soils. In: Soil Mechanics and Foundation Engineering, v. 27, n. 4 (Juli 1990).

    https://doi.org/10.1007/bf02305649

  17. Rabinovich, I. G. / Bagdasarov, Yu. A. / Rudenko, N. I. / Antonyuk, V. G. / Evtushenko, S. I. / Mavrodi, V. Kh. (1991): Compaction of soils prone to slump-type settlement by an ultraheavy tamper during construction of a hospital complex. In: Soil Mechanics and Foundation Engineering, v. 28, n. 1 (Januar 1991).

    https://doi.org/10.1007/bf02304634

  18. Bagdasarov, Yu. A. / Rabinovich, I. G. / Epaneshnikov, L. O. / Khanzhin, N. A. (1991): Compaction of collapsible soils by soaking with tamping during the collapse process. In: Soil Mechanics and Foundation Engineering, v. 28, n. 4 (Juli 1991).

    https://doi.org/10.1007/bf02305703

  19. Rabinovich, I. G. / Ukhova, I. Yu. (1996): Engineering calculation of depth of compaction attained by tampers in soils prone to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 33, n. 6 (November 1996).

    https://doi.org/10.1007/bf02354249

  20. Rabinovich, I. G. (1998): Effect of the excavation of soil on the reduction in its slump-type settlement under its own weight. In: Soil Mechanics and Foundation Engineering, v. 35, n. 2 (März 1998).

    https://doi.org/10.1007/bf02465905

  21. Rabinovich, I. G. (1983): Foundations on rammer-leveled trenches for agricultural buildings in nonchernozem areas. In: Soil Mechanics and Foundation Engineering, v. 20, n. 5 (September 1983).

    https://doi.org/10.1007/bf01710196

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