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Publicité

V. S. Rybin

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. Rybin, V. S. / Zakharchenko, V. E. (1981): Vertical stresses in a bed stratum due to a load uniformly distributed over the area of a polygon. Dans: Soil Mechanics and Foundation Engineering, v. 18, n. 5 (septembre 1981).

    https://doi.org/10.1007/bf01711431

  2. Rybin, V. S. / Shelyapin, R. S. (2000): Stresses at the boundary between the active bed zone and incompressible layer. Dans: Soil Mechanics and Foundation Engineering, v. 37, n. 3 (mai 2000).

    https://doi.org/10.1007/bf02539232

  3. Rybin, V. S. / Rybina, L. V. (2006): Determination of bed settlements induced by a load uniformly distributed over the area of a right-angle triangle. Dans: Soil Mechanics and Foundation Engineering, v. 43, n. 4 (juillet 2006).

    https://doi.org/10.1007/s11204-006-0033-3

  4. Rybin, V. S. (1983): Computation of settlements at characteristic points in the lower surface of a rectangular foundation. Dans: Soil Mechanics and Foundation Engineering, v. 20, n. 1 (janvier 1983).

    https://doi.org/10.1007/bf01710472

  5. Rybin, V. S. (1985): Bed settlements from loads uniformly distributed across area of polygon. Dans: Soil Mechanics and Foundation Engineering, v. 22, n. 6 (novembre 1985).

    https://doi.org/10.1007/bf01706383

  6. Rybin, V. S. / Rybina, L. V. (2012): Determination of optimal shape and dimensions of the lower surface of eccentrially loaded shallow foundations. Dans: Soil Mechanics and Foundation Engineering, v. 49, n. 1 (mars 2012).

    https://doi.org/10.1007/s11204-012-9159-7

  7. Rybin, V. S. / Rybina, L. V. (2007): Determination of the settlement of a multilayer bed by its replacement with a single-layer bed. Dans: Soil Mechanics and Foundation Engineering, v. 44, n. 3 (mai 2007).

    https://doi.org/10.1007/s11204-007-0019-9

  8. Rybin, V. S. / Rybina, L. V. (2014): Rectangular Foundations Functioning With Separation of Their Lower Surface When Subjected to Bidirectional Moments. Dans: Soil Mechanics and Foundation Engineering, v. 51, n. 2 (mai 2014).

    https://doi.org/10.1007/s11204-014-9259-7

  9. Glazer, S. I. / Rybin, V. S. (1983): Designing piles of variable stiffness. Dans: Soil Mechanics and Foundation Engineering, v. 20, n. 5 (septembre 1983).

    https://doi.org/10.1007/bf01710201

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