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A. V. Pilyagin

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. Pilyagin, A. V. (2013): Determinations of the overall compression modulus of soils from test data. In: Soil Mechanics and Foundation Engineering, v. 50, n. 2 (May 2013).

    https://doi.org/10.1007/s11204-013-9214-z

  2. Pilyagin, A. V. (1995): Improving the effectiveness of design solutions for pile foundations. In: Soil Mechanics and Foundation Engineering, v. 32, n. 3 (May 1995).

    https://doi.org/10.1007/bf02336504

  3. Pilyagin, A. V. (1971): Determination of final and "omitted" settlements from data of short-term geodetic observations. In: Soil Mechanics and Foundation Engineering, v. 8, n. 5 (September 1971).

    https://doi.org/10.1007/bf01705068

  4. Pilyagin, A. V. (2006): Design of annular foundations (scientific information). In: Soil Mechanics and Foundation Engineering, v. 43, n. 1 (January 2006).

    https://doi.org/10.1007/s11204-006-0017-3

  5. Bartolomei, A. A. / Pilyagin, A. V. (1988): Stress-strain state of the beds of pyramidal pile foundations. In: Soil Mechanics and Foundation Engineering, v. 25, n. 3 (May 1988).

    https://doi.org/10.1007/bf01709719

  6. Pilyagin, A. V. / Kazantsev, S. V. (1989): Mixed elastoplastic problem of the computation of a soil bed in the three-dimensional statement. In: Soil Mechanics and Foundation Engineering, v. 26, n. 4 (July 1989).

    https://doi.org/10.1007/bf02306662

  7. Pilyagin, A. V. (1996): Deformation-based bed design using linear and nonlinear methods. In: Soil Mechanics and Foundation Engineering, v. 33, n. 1 (January 1996).

    https://doi.org/10.1007/bf02354279

  8. Pilyagin, A. V. (1997): Problem of assessing the design resistance of beds with a weak underlying stratum. In: Soil Mechanics and Foundation Engineering, v. 34, n. 6 (November 1997).

    https://doi.org/10.1007/bf02465957

  9. Pilyagin, A. V. (1998): Calculation of bed strength for various loading schemes. In: Soil Mechanics and Foundation Engineering, v. 35, n. 4-5 (July 1998).

    https://doi.org/10.1007/bf02465925

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