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S. V. Dovnarovich

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. Dovnarovich, S. V. (1982): Reducing the cost of foundations by allowing for their settlement in the construction period. Dans: Soil Mechanics and Foundation Engineering, v. 19, n. 3 (mai 1982).

    https://doi.org/10.1007/bf02311028

  2. Dovnarovich, S. V. / Pol'shin, D. E. / Sorokina, G. V. / Vilo, A. / Met-s, M. (1981): Computing the settlements of foundations placed on beds with layers of weak clayey soils. Dans: Soil Mechanics and Foundation Engineering, v. 18, n. 4 (juillet 1981).

    https://doi.org/10.1007/bf01711606

  3. Dovnarovich, S. V. / Pol'shin, D. E. / Baranov, D. S. / Sidorchuk, V. F. (1978): Dependence of the stress state of the base on the form of the foundation in plan. Dans: Soil Mechanics and Foundation Engineering, v. 15, n. 5 (septembre 1978).

    https://doi.org/10.1007/bf02110459

  4. Dovnarovich, S. V. / Pol'shin, D. E. / Baranov, D. S. / Sidorchuk, V. F. (1977): Effect of base formation characteristics on its stress state. Dans: Soil Mechanics and Foundation Engineering, v. 14, n. 6 (novembre 1977).

    https://doi.org/10.1007/bf02092237

  5. Dovnarovich, S. V. (1994): Limits of applicability of linear calculation of foundation settlements and ultimate bearing pressures. Dans: Soil Mechanics and Foundation Engineering, v. 31, n. 3 (mai 1994).

    https://doi.org/10.1007/bf02335023

  6. Dovnarovich, S. V. / Pol'shin, D. E. (1967): Selection of the size of a model foundation when modelling settlements of a sand base. Dans: Soil Mechanics and Foundation Engineering, v. 4, n. 4 (juillet 1967).

    https://doi.org/10.1007/bf01744961

  7. Dovnarovich, S. V. (1971): Effect of the character of formation of a sand base on its deformation. Dans: Soil Mechanics and Foundation Engineering, v. 8, n. 6 (novembre 1971).

    https://doi.org/10.1007/bf01705214

  8. Dovnarovich, S. V. (1972): Foundation settlement as a function of its shape. Dans: Soil Mechanics and Foundation Engineering, v. 9, n. 3 (mai 1972).

    https://doi.org/10.1007/bf01709308

  9. Dovnarovich, S. V. (1973): Dependence of settlement of test plates on size of plate. Dans: Soil Mechanics and Foundation Engineering, v. 10, n. 3 (mai 1973).

    https://doi.org/10.1007/bf01706685

  10. Dovnarovich, S. V. (1974): Installation for measurement of vertical displacement in mass backfill. Dans: Soil Mechanics and Foundation Engineering, v. 11, n. 5 (septembre 1974).

    https://doi.org/10.1007/bf01705571

  11. Dovnarovich, S. V. (1975): Deformation of rigid underlying soil layers for layers of different thickness. Dans: Soil Mechanics and Foundation Engineering, v. 12, n. 5 (septembre 1975).

    https://doi.org/10.1007/bf01706184

  12. Dovnarovich, S. V. / Teplyakov, A. A. (1987): Stresses in a bed beneath rigid and flexible foundations under initial and repeated loadings. Dans: Soil Mechanics and Foundation Engineering, v. 24, n. 1 (janvier 1987).

    https://doi.org/10.1007/bf01715739

  13. Dovnarovich, S. V. (1989): Bearing capacity of foundation beds as determined from traditional calculations and from the results of experiments. Dans: Soil Mechanics and Foundation Engineering, v. 26, n. 5 (septembre 1989).

    https://doi.org/10.1007/bf02311937

  14. Dovnarovich, S. V. (1991): Methods of construction on weak soils without their stabilization. Dans: Soil Mechanics and Foundation Engineering, v. 28, n. 5 (septembre 1991).

    https://doi.org/10.1007/bf02305811

  15. Dovnarovich, S. V. (1998): Dangerous misinformation causing journal readers to arrive at unfounded limiting bed loads on the high side. Dans: Soil Mechanics and Foundation Engineering, v. 35, n. 3 (mai 1998).

    https://doi.org/10.1007/bf02465911

  16. Dovnarovich, S. V. (1988): Experimental confirmation of a criteriong for the bearing capacity of a bed. Dans: Soil Mechanics and Foundation Engineering, v. 25, n. 2 (mars 1988).

    https://doi.org/10.1007/bf01704528

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