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V. I. Krutov

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

  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 (Januar 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 (Januar 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 (Januar 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 (März 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 (Januar 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 (Juli 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 (März 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 (Januar 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 (März 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 (Januar 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 (März 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 (Mai 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 (Mai 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 (Mai 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 (Mai 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 (Mai 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 (Juli 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 (Mai 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 (März 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 (Januar 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 (Mai 1977).

    https://doi.org/10.1007/bf02092682

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