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R. E. Khanin

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Khanin, R. E. (1980): Designs of pile foundations of buildings constructed in seismic areas. Dans: Soil Mechanics and Foundation Engineering, v. 17, n. 1 (janvier 1980).

    https://doi.org/10.1007/bf01711752

  2. Khanin, R. E. (2010): Consideration of frost-heaving forces in designing pile foundations for cellular communications towers. Dans: Soil Mechanics and Foundation Engineering, v. 47, n. 1 (avril 2010).

    https://doi.org/10.1007/s11204-010-9081-9

  3. Trofimenkov, Yu. G. / Khanin, R. E. / Leshin, G. M. / Matyashevich, I. A. (1984): Toward improvement of engineering-geologic explorations. Dans: Soil Mechanics and Foundation Engineering, v. 21, n. 2 (mars 1984).

    https://doi.org/10.1007/bf01710701

  4. Trofimenkov, Yu. G. / Matyashevich, I. A. / Leshin, G. M. / Khanin, R. E. (1983): Validity of methods used to determine the design load on a driven pile. Dans: Soil Mechanics and Foundation Engineering, v. 20, n. 1 (janvier 1983).

    https://doi.org/10.1007/bf01710471

  5. Ostroumov, B. V. / Khanin, R. E. / Ostroumov, S. B. (2008): Design experience with foundations of towers for cellular-communication antennas under various engineering and geologic conditions. Dans: Soil Mechanics and Foundation Engineering, v. 45, n. 2 (mars 2008).

    https://doi.org/10.1007/s11204-008-9005-0

  6. Khanin, R. E. (1992): Improved methods of delivery—Acceptance of pile foundations (for discussion). Dans: Soil Mechanics and Foundation Engineering, v. 29, n. 1 (janvier 1992).

    https://doi.org/10.1007/bf02098836

  7. Ostroumov, B. V. / Khanin, R. E. (2006): Use of cast-in-place piles in the foundation of a tower structure under complex soil conditions. Dans: Soil Mechanics and Foundation Engineering, v. 43, n. 5 (septembre 2006).

    https://doi.org/10.1007/s11204-006-0045-z

  8. Obodovskii, A. A. / Khanin, R. E. (1970): On using large diameter cast-in-situ bored piles. Dans: Soil Mechanics and Foundation Engineering, v. 7, n. 3 (mai 1970).

    https://doi.org/10.1007/bf01704629

  9. Ostroumov, B. V. / Khanin, R. E. (2007): Design and construction of a ring foundation for a radio-television tower. Dans: Soil Mechanics and Foundation Engineering, v. 44, n. 4 (juillet 2007).

    https://doi.org/10.1007/s11204-007-0025-y

  10. Khanin, R. E. (1972): Bored-pile foundations for a pressed-frame KamAza plant. Dans: Soil Mechanics and Foundation Engineering, v. 9, n. 5 (septembre 1972).

    https://doi.org/10.1007/bf01707056

  11. Khanin, R. E. (1973): Experience in the design and construction of pile foundations composed of reinforced-concrete hollow circular sectional piles and shell piles. Dans: Soil Mechanics and Foundation Engineering, v. 10, n. 4 (juillet 1973).

    https://doi.org/10.1007/bf01704949

  12. Khanin, R. E. (1976): Technicoeconomic basis for selection of pile and pile-foundation designs. Dans: Soil Mechanics and Foundation Engineering, v. 13, n. 1 (janvier 1976).

    https://doi.org/10.1007/bf01703032

  13. Perlei, E. M. / Serebro, A. Ya. / Pridchin, G. A. / Khanin, R. E. (1989): Experience with the use of hollow reinforced-concrete circular piles and pile shells and means of improving their effectiveness. Dans: Soil Mechanics and Foundation Engineering, v. 26, n. 4 (juillet 1989).

    https://doi.org/10.1007/bf02306650

  14. Khanin, R. E. (1992): Seismic stability of bases and foundations using the spitak earthquake as an example. Dans: Soil Mechanics and Foundation Engineering, v. 29, n. 6 (novembre 1992).

    https://doi.org/10.1007/bf02125535

  15. Il'ichev, V. A. / Khanin, R. E. / Razvodovskii, D. E. / Bezvolev, S. G. / Sobolev, N. I. (1999): Design of the pile foundation for the reserve coal storehouse of a thermal electric power plant in the chines people's republic. Dans: Soil Mechanics and Foundation Engineering, v. 36, n. 3 (mai 1999).

    https://doi.org/10.1007/bf02471224

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