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N. N. Fotieva

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

    https://doi.org/10.1007/bf02336183

  2. Fotieva, N. N. (1980): Determination of the minimum seismically safe distance between two parallel tunnels. In: Soil Mechanics and Foundation Engineering, v. 17, n. 3 (May 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. In: Soil Mechanics and Foundation Engineering, v. 15, n. 3 (May 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. In: Soil Mechanics and Foundation Engineering, v. 25, n. 5 (September 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. In: Soil Mechanics and Foundation Engineering, v. 3, n. 6 (November 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. In: Soil Mechanics and Foundation Engineering, v. 6, n. 2 (March 1969).

    https://doi.org/10.1007/bf01704411

  7. Lytkin, V. A. / Fotieva, N. N. (1970): Stress of a base under a deep foundation. In: Soil Mechanics and Foundation Engineering, v. 7, n. 4 (July 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. In: Soil Mechanics and Foundation Engineering, v. 8, n. 2 (March 1971).

    https://doi.org/10.1007/bf01733857

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

    https://doi.org/10.1007/bf01707111

  10. Fotieva, N. N. (1972): Stress of the lining of a noncircular free-flow tunnel. In: Soil Mechanics and Foundation Engineering, v. 9, n. 4 (July 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. In: Soil Mechanics and Foundation Engineering, v. 12, n. 4 (July 1975).

    https://doi.org/10.1007/bf01705553

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

    https://doi.org/10.1007/bf01705316

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