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N. N. Fotieva

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. Fotieva, N. N. / Kozlov, A. N. (1982): Determination of the strength of pillars between parallel tunnels with consideration of the seismic effects of earthquakes. Dans: Soil Mechanics and Foundation Engineering, v. 19, n. 5 (septembre 1982).

    https://doi.org/10.1007/bf02336183

  2. Fotieva, N. N. (1980): Determination of the minimum seismically safe distance between two parallel tunnels. Dans: Soil Mechanics and Foundation Engineering, v. 17, n. 3 (mai 1980).

    https://doi.org/10.1007/bf01710398

  3. Fotieva, N. N. (1978): Calculation of the linings of two closely spaced circular tunnels for seismic effects. Dans: Soil Mechanics and Foundation Engineering, v. 15, n. 3 (mai 1978).

    https://doi.org/10.1007/bf02132798

  4. Bulychev, N. S. / Fotieva, N. N. / Rozenvasser, G. V. / Shamrin, Yu. E. (1988): Design of sectional linings for collector tunnels with allowance for contact interaction with the soil mass. Dans: Soil Mechanics and Foundation Engineering, v. 25, n. 5 (septembre 1988).

    https://doi.org/10.1007/bf01786647

  5. Fotieva, N. N. / Sheinin, V. I. (1966): Distribution of stresses in the lining of a circular tunnel when driving a parallel tunnel. Dans: Soil Mechanics and Foundation Engineering, v. 3, n. 6 (novembre 1966).

    https://doi.org/10.1007/bf01702962

  6. Fotieva, N. N. / Lytkin, V. A. (1969): Deflection of a foundation caused by driving a circular tunnel near it. Dans: Soil Mechanics and Foundation Engineering, v. 6, n. 2 (mars 1969).

    https://doi.org/10.1007/bf01704411

  7. Lytkin, V. A. / Fotieva, N. N. (1970): Stress of a base under a deep foundation. Dans: Soil Mechanics and Foundation Engineering, v. 7, n. 4 (juillet 1970).

    https://doi.org/10.1007/bf01704642

  8. Fotieva, N. N. / Kryukova, N. M. / Sheinin, V. I. (1971): Determination of stresses in the lining of a pressure tunnel with consideration of disturbance of the structure of the rock mass. Dans: Soil Mechanics and Foundation Engineering, v. 8, n. 2 (mars 1971).

    https://doi.org/10.1007/bf01733857

  9. Fotieva, N. N. (1972): Determination of stresses in the linings of noncircular pressure tunnels. Dans: Soil Mechanics and Foundation Engineering, v. 9, n. 1 (janvier 1972).

    https://doi.org/10.1007/bf01707111

  10. Fotieva, N. N. (1972): Stress of the lining of a noncircular free-flow tunnel. Dans: Soil Mechanics and Foundation Engineering, v. 9, n. 4 (juillet 1972).

    https://doi.org/10.1007/bf01707249

  11. Chebotaev, V. V. / Lytkin, V. A. / Fotieva, N. N. (1975): Determining the load on lining of a railroad tunnel on the basis of field measurements of deformation in the lining. Dans: Soil Mechanics and Foundation Engineering, v. 12, n. 4 (juillet 1975).

    https://doi.org/10.1007/bf01705553

  12. Fotieva, N. N. (1976): Analysis of noncircular tunnel linings located in seismic regions. Dans: Soil Mechanics and Foundation Engineering, v. 13, n. 3 (mai 1976).

    https://doi.org/10.1007/bf01705316

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