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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. Shapiro, D. M. (1979): Method of three-dimensional calculation of the stability of sloping structures. In: Soil Mechanics and Foundation Engineering, v. 16, n. 3 (May 1979).

    https://doi.org/10.1007/bf01710454

  2. Shapiro, D. M. (1985): Practical method of analysis of bases and earth structures in nonlinear formulation. In: Soil Mechanics and Foundation Engineering, v. 22, n. 5 (September 1985).

    https://doi.org/10.1007/bf01711561

  3. Shapiro, D. M. / Tarasov, A. A. (2014): Analytical Models of Beds of Inclined Structures and Retaining Walls of Reinforced Soils. In: Soil Mechanics and Foundation Engineering, v. 51, n. 4 (September 2014).

    https://doi.org/10.1007/s11204-014-9275-7

  4. Shapiro, D. M. / Mel'nichuk, N. N. (2007): Elastoplastic finite-element analysis of the bearing capacity of beds of reconstructed entities. In: Soil Mechanics and Foundation Engineering, v. 44, n. 2 (March 2007).

    https://doi.org/10.1007/s11204-007-0011-4

  5. Shapiro, D. M. (1974): Refinement of the calculation of a pile foundation as a conditional massive foundation. In: Soil Mechanics and Foundation Engineering, v. 11, n. 1 (January 1974).

    https://doi.org/10.1007/bf01705183

  6. Shapiro, D. M. (1975): Deformations of pile group under nonuniform horizontal displacements of the soil. In: Soil Mechanics and Foundation Engineering, v. 12, n. 2 (March 1975).

    https://doi.org/10.1007/bf01705771

  7. Shapiro, D. M. (1976): Deformation of a pile foundation during irregular settlement of the foundation bed. In: Soil Mechanics and Foundation Engineering, v. 13, n. 5 (September 1976).

    https://doi.org/10.1007/bf01705834

  8. Shapiro, D. M. / Gotman, Yu. A. (2013): Elastoplastic Design of Beds for Shallow Foundations. In: Soil Mechanics and Foundation Engineering, v. 50, n. 4 (September 2013).

    https://doi.org/10.1007/s11204-013-9228-6

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