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N. V. Dmitriev

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Dmitriev, N. V. / Mityaev, V. I. / Tyurin, A. P. (1982): Construction of reinforced-concrete scour localizing walls using the 1BA-15V drilling unit. In: Soil Mechanics and Foundation Engineering, v. 19, n. 2 (März 1982).

    https://doi.org/10.1007/bf02304598

  2. Dmitriev, N. V. / Zhivoderov, V. N. / Gal'perin, I. G. / Zaziyants, V. A. / Bobyr', G. A. (1992): Generalization of results for chemical stabilization of soils in bases of buildings in volgodonsk. In: Soil Mechanics and Foundation Engineering, v. 29, n. 3 (Mai 1992).

    https://doi.org/10.1007/bf02095130

  3. Dmitriev, N. V. / Zhivoderov, V. N. (1994): Characteristics of organization and execution of groundwater protection for elimination of failure consequences at the chernobyl nuclear power plant. In: Soil Mechanics and Foundation Engineering, v. 31, n. 1 (Januar 1994).

    https://doi.org/10.1007/bf02336653

  4. Gordeev, M. N. / Dmitriev, N. V. / Pestov, G. T. (1972): Construction of bored situ-cast piles at the construction of the Kama Automobile Plant. In: Soil Mechanics and Foundation Engineering, v. 9, n. 6 (November 1972).

    https://doi.org/10.1007/bf01706615

  5. Dmitriev, N. V. / Malyshev, L. I. / Spitsin, Yu. I. (1986): Strengthening the beds and foundations of buildings housing the Tret'yakovskii State Gallery. In: Soil Mechanics and Foundation Engineering, v. 23, n. 4 (Juli 1986).

    https://doi.org/10.1007/bf01749091

  6. Il'ichev, V. A. / Sheinin, V. I. / Kulachkin, B. I. / Grachev, Yu. A. / Betelev, N. P. / Dmitriev, N. V. (1988): Monitoring the quality of loess-soil stabilization by rotary-impact penetration. In: Soil Mechanics and Foundation Engineering, v. 25, n. 2 (März 1988).

    https://doi.org/10.1007/bf01704525

  7. Dmitriev, N. V. / Korolev, V. M. / L'vovich, L. B. / Malyshev, L. I. / Étkin, G. S. (1988): Piles injected into predrilled holes in soils prone to slump-tyre settlement. In: Soil Mechanics and Foundation Engineering, v. 25, n. 1 (Januar 1988).

    https://doi.org/10.1007/bf01711192

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