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Moskauer Kreml

Die folgende Liste enthält solche in Structurae katalogisierten Veröffentlichungen, die für dieses Projekt relevant sind.

  1. Traimond, Véra (2003): Architecture de la Russie ancienne XVe - XVIIe. Hermann, éditeurs des sciences et des arts, Paris (Frankreich), S. 80-89, 135-137, 150.
  2. Il'ichev, V. A. / Nikiforova, N. S. / Dmitriev, V. V. / Devyatov, S. V. / Shvets, T. D. / Kostyukov, E. A. (2016): The Current State of Foundations and Bed Soil of the Fortress Walls and Towers of the Moscow Kremlin. In: Soil Mechanics and Foundation Engineering, v. 53, n. 3 (Juli 2016), S. 180-188.

    https://doi.org/10.1007/s11204-016-9383-7

  3. Lavrov, I. V. / Ternovskaya, V. T. / Vinogradov, Yu. A. / Zharikov, A. A. / Agafonova, O. V. (2014): Monitoring the Condition of Bearing Components, Beds, and Foundations of Historical Buildings of the Moscow Kremlin. In: Soil Mechanics and Foundation Engineering, v. 51, n. 3 (Juli 2014), S. 140-144.

    https://doi.org/10.1007/s11204-014-9267-7

  4. Ternovskaya, V. T. (2004): Results of long-term investigations of bed and foundation deformations of buildings within the historic moscow kremlin. In: Soil Mechanics and Foundation Engineering, v. 41, n. 6 (November 2004), S. 210-213.

    https://doi.org/10.1007/s11204-004-0004-5

  5. Ternovskaya, V. T. (2004): Results of long-term investigations of bed and foundation deformations of buildings within the historic Moscow Kremlin. In: Soil Mechanics and Foundation Engineering, v. 41, n. 6 (November 2004), S. 210-213.

    https://doi.org/10.1007/s11204-005-0010-2

  6. Il'ichev, V. A. / Nikiforova, N. S. / Dmitriev, V. V. / Ponomarev, O. I. / Devyatov, S. V. / Kostyukov, E. A. (2016): A Study of the Strength and Stability of Fortress Walls and Towers at the Moscow Kremlin. In: Soil Mechanics and Foundation Engineering, v. 53, n. 5 (November 2016), S. 325-331.

    https://doi.org/10.1007/s11204-016-9406-4

  7. Gendel', É. M. (1984): Underpinning the foundations of the amusement palace in the Moscow Kremlin. In: Soil Mechanics and Foundation Engineering, v. 21, n. 4 (Juli 1984), S. 163-167.

    https://doi.org/10.1007/bf01710607