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V. I. Krutov

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Krutov, V. I. / Tropp, V. B. (1982): Driven hollow block foundations. In: Soil Mechanics and Foundation Engineering, v. 19, n. 6 (November 1982).

    https://doi.org/10.1007/bf02306647

  2. Krutov, V. I. / Lychko, Yu. M. / Kulachenok, B. G. / Svarovskii, V. N. / Zablotskii, L. Ya. (1981): Compaction of overburden dumps by tamping. In: Soil Mechanics and Foundation Engineering, v. 18, n. 1 (January 1981).

    https://doi.org/10.1007/bf01711057

  3. Krutov, V. I. / Bulgakov, V. I. / Korotkova, O. N. (1980): Effect of the degree of increase of water content on the relative slumping and consolidation of loess soils. In: Soil Mechanics and Foundation Engineering, v. 17, n. 1 (January 1980).

    https://doi.org/10.1007/bf01711753

  4. Krutov, V. I. / Korotkova, O. N. (1978): Calculation of the slump-type settlements of loess soils from their own weight during excavation. In: Soil Mechanics and Foundation Engineering, v. 15, n. 1 (January 1978).

    https://doi.org/10.1007/bf02145336

  5. Krutov, V. I. / Éiduk, R. P. (1978): Construction of an embankment for the steeplechase course of the olympic equestrain sports facilities in Moscow. In: Soil Mechanics and Foundation Engineering, v. 15, n. 2 (March 1978).

    https://doi.org/10.1007/bf02338855

  6. Bozhko, A. G. / Dzhumaev, K. M. / Krutov, V. I. / Grigoryuk, G. K. / Zinov'ev, Yu. N. / Yarutin, V. K. (1977): Experience gained with the installation of foundations on soils prone to slump-type settlement in tamped pits. In: Soil Mechanics and Foundation Engineering, v. 14, n. 1 (January 1977).

    https://doi.org/10.1007/bf02094031

  7. 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 (July 1984).

    https://doi.org/10.1007/bf01710603

  8. Krutov, V. I. (1984): Design of pile foundations in Type II collapsibility soils. In: Soil Mechanics and Foundation Engineering, v. 21, n. 2 (March 1984).

    https://doi.org/10.1007/bf01710705

  9. Arutyunov, I. S. / Bagdasarov, Yu. A. / Krutov, V. I. / Klepikov, S. N. / Tregub, Yu. S. / Gupalenko, V. I. / Koval, I. P. (1983): Cast-in-place piles in compacted type II collapsibility loess soil (for discussion). In: Soil Mechanics and Foundation Engineering, v. 20, n. 1 (January 1983).

    https://doi.org/10.1007/bf01710470

  10. Krutov, V. I. (1992): Choice of methods of compaction of collapsing (loess) and fill soils. In: Soil Mechanics and Foundation Engineering, v. 29, n. 2 (March 1992).

    https://doi.org/10.1007/bf02094932

  11. Krutov, V. I. (2012): Design characteristics of pile foundations in soils prone to slump-type settlement based on building code 24.13330.2011 (In order of discussion). In: Soil Mechanics and Foundation Engineering, v. 49, n. 4 (September 2012).

    https://doi.org/10.1007/s11204-012-9184-6

  12. Krutov, V. I. (2003): Consideration of Additional Pile Loads Due to Forces of Loading Friction in Soils Prone to Slump-Type Settlement. In: Soil Mechanics and Foundation Engineering, v. 40, n. 6 (November 2003).

    https://doi.org/10.1023/b:smaf.0000017574.87413.1c

  13. Krutov, V. I. (1995): Consideration of new results on the proneness of soils to slump-type settlement during surveys, design, and construction. In: Soil Mechanics and Foundation Engineering, v. 32, n. 1 (January 1995).

    https://doi.org/10.1007/bf02336247

  14. Krutov, V. I. (2010): Characteristics of the proneness of soils to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 47, n. 4 (November 2010).

    https://doi.org/10.1007/s11204-010-9103-7

  15. Krutov, V. I. / Vlasov, Ty. V. (1969): Erection of columnar substructures in depressions obtained by tamping of sagging grounds. In: Soil Mechanics and Foundation Engineering, v. 6, n. 2 (March 1969).

    https://doi.org/10.1007/bf01704405

  16. Krutov, V. I. (1970): Basic theses of the design of buildings and structures on settling soils (discussion). In: Soil Mechanics and Foundation Engineering, v. 7, n. 3 (May 1970).

    https://doi.org/10.1007/bf01704626

  17. Krutov, V. I. (1970): Consideration of the deformation of soils prone to slump-type settlement in the structural analysis of buildings (for discussion). In: Soil Mechanics and Foundation Engineering, v. 7, n. 6 (November 1970).

    https://doi.org/10.1007/bf01704759

  18. Krutov, V. I. / Éiduk, R. P. (1971): Determination of the relative slumpability of a soil by static probing from an exploratory-trench bed. In: Soil Mechanics and Foundation Engineering, v. 8, n. 3 (May 1971).

    https://doi.org/10.1007/bf01705109

  19. Krutov, V. I. / Tokar, R. A. (1971): Experience in the construction and operation of buildings and structures of the southern tube-metallurgical plant in nikopol on slump-prone soils. In: Soil Mechanics and Foundation Engineering, v. 8, n. 5 (September 1971).

    https://doi.org/10.1007/bf01705064

  20. Krutov, V. I. / D'yakonov, V. P. (1973): Calculation of settlement of loessial soil from its own weight with consideration of the shape and dimensions of the wetted zone. In: Soil Mechanics and Foundation Engineering, v. 10, n. 3 (May 1973).

    https://doi.org/10.1007/bf01706677

  21. Krutov, V. I. / Kulachkin, B. I. (1974): A field method for determining relative settlement of loessial soils by static sounding. In: Soil Mechanics and Foundation Engineering, v. 11, n. 3 (May 1974).

    https://doi.org/10.1007/bf01706270

  22. Bozhko, A. G. / Krutov, V. I. / Sal'nikov, B. A. / Yarutin, V. K. (1976): Column foundations in tamped pits for agricultural structures supported by bents. In: Soil Mechanics and Foundation Engineering, v. 13, n. 3 (May 1976).

    https://doi.org/10.1007/bf01705311

  23. Dykhovichnaya, N. A. / Krutov, V. I. (1976): Construction of a new district in Togliatti on slump-prone soils. In: Soil Mechanics and Foundation Engineering, v. 13, n. 4 (July 1976).

    https://doi.org/10.1007/bf01706333

  24. Krutov, V. I. / Popsuenko, I. K. (1976): Elimination of settlement of loessal soil under its own weight by reinforcement of the loessal mass. In: Soil Mechanics and Foundation Engineering, v. 13, n. 6 (November 1976).

    https://doi.org/10.1007/bf01706708

  25. Krutov, V. I. / Kagai, V. K. / Shadchinev, B. E. (1988): Compaction of soils prone to slump-type settlement by restricted wetting and deep blasting. In: Soil Mechanics and Foundation Engineering, v. 25, n. 3 (May 1988).

    https://doi.org/10.1007/bf01709716

  26. Krutov, V. I. (1990): Effective methods of construction in compacted weak soils. In: Soil Mechanics and Foundation Engineering, v. 27, n. 5 (September 1990).

    https://doi.org/10.1007/bf02309515

  27. Krutov, V. I. / Kovalev, A. S. (1997): Accelerated method of determining the compaction characteristics of soils of nonuniform composition. In: Soil Mechanics and Foundation Engineering, v. 34, n. 2 (March 1997).

    https://doi.org/10.1007/bf02465016

  28. Krutov, V. I. / Kovalev, A. S. (1999): Experience with the installation of pile foundations for the reconstruction of existing buildings. In: Soil Mechanics and Foundation Engineering, v. 36, n. 1 (January 1999).

    https://doi.org/10.1007/bf02471295

  29. Sorochan, E. A. / Krutov, V. I. / Kovalev, V. A. / Patrikeev, A. B. (2017): Experience in Designing Effective Zero Cycle Solutions. In: Soil Mechanics and Foundation Engineering, v. 54, n. 4 (September 2017).

    https://doi.org/10.1007/s11204-017-9467-z

  30. Krutov, V. I. (1977): Construction of trench backfills simultaneously with preparation of bases for floors and foundations of equipment on collapsible soils. In: Soil Mechanics and Foundation Engineering, v. 14, n. 3 (May 1977).

    https://doi.org/10.1007/bf02092682

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