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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. Matsii, S. I. / Bezuglova, E. V. / Eshchenko, O. Yu. (2011): Selection of foundation type for supports of overhead power lines on slide-prone slopes. In: Soil Mechanics and Foundation Engineering, v. 47, n. 6 (January 2011).

    https://doi.org/10.1007/s11204-011-9116-x

  2. Bezuglova, E. V. / Matsii, S. I. (2017): Stability Express-Assessment of Landslide Prone Slopes During Pre-Design Development Work on Engineering Protection for Gas Pipeline and Power Transmission Line Routes. In: Soil Mechanics and Foundation Engineering, v. 54, n. 2 (May 2017).

    https://doi.org/10.1007/s11204-017-9444-6

  3. Derevenets, F. N. / Matsii, S. I. (2016): Assessing the Ultimate Strength of Piles Interacting with Sliding Soil. In: Soil Mechanics and Foundation Engineering, v. 53, n. 4 (September 2016).

    https://doi.org/10.1007/s11204-016-9393-5

  4. Matsii, S. I. / Derevenets, F. N. (2005): Application of Finite-Element Method to Investigate Interaction between Slide-Prone Soils and Piles. In: Soil Mechanics and Foundation Engineering, v. 42, n. 4 (July 2005).

    https://doi.org/10.1007/s11204-005-0036-5

  5. Matsii, S. I. / Derevenets, F. N. (2007): Interaction between a slide-prone soil and piles with consideration of the configuration of the retaining structure. In: Soil Mechanics and Foundation Engineering, v. 44, n. 2 (March 2007).

    https://doi.org/10.1007/s11204-007-0009-y

  6. Shadunts, K. Sh. / Matsii, S. I. (1997): Interaction between pile rows and sliding soil. In: Soil Mechanics and Foundation Engineering, v. 34, n. 2 (March 1997).

    https://doi.org/10.1007/bf02465015

  7. Matsii, S. I. / Bezuglova, E. V. (2017): Geotechnical Monitoring of Transport Structures in Areas with Active Development of Slipping Displacements of Soil. In: Soil Mechanics and Foundation Engineering, v. 54, n. 4 (September 2017).

    https://doi.org/10.1007/s11204-017-9471-3

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