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A. A. Grigoryan

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. Grigoryan, A. A. / Lekumovich, G. S. / Luchkovskii, I. Ya. (1981): Designing piles to resist lateral loads in soils prone to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 18, n. 3 (May 1981).

    https://doi.org/10.1007/bf01711212

  2. Grigoryan, A. A. / Khabibullin, I. I. (1980): Experimental investigation of the distribution of stresses in large bored situ-cast piles. In: Soil Mechanics and Foundation Engineering, v. 17, n. 3 (May 1980).

    https://doi.org/10.1007/bf01710396

  3. Grigoryan, A. A. / Chinenkov, Yu. A. (1980): Bored/cast-in-place piles employing soil compaction of hole bottom, for the "Atommash" Plant. In: Soil Mechanics and Foundation Engineering, v. 17, n. 6 (November 1980).

    https://doi.org/10.1007/bf01710757

  4. Grigoryan, A. A. / Khabibullin, I. I. (1977): Bearing capacity of cast-in-place piles on construction sites of the volgodonsk heavy machine-building plant. In: Soil Mechanics and Foundation Engineering, v. 14, n. 2 (March 1977).

    https://doi.org/10.1007/bf02092065

  5. Grigoryan, A. A. (1983): Deformation phenomena in the area of the no. 7 shop of the Nikopol' Southern Pipe Plant. In: Soil Mechanics and Foundation Engineering, v. 20, n. 3 (May 1983).

    https://doi.org/10.1007/bf01710386

  6. Grigoryan, A. A. / Yushube, S. V. (1986): Interaction of cast-in-place piles with soil under type II collapsibility conditions. In: Soil Mechanics and Foundation Engineering, v. 23, n. 2 (March 1986).

    https://doi.org/10.1007/bf01880310

  7. Grigoryan, A. A. / Chinenkov, Yu. (1992): Prediction of soil collapse from trench soaking test data. In: Soil Mechanics and Foundation Engineering, v. 29, n. 5 (September 1992).

    https://doi.org/10.1007/bf02094709

  8. Grigoryan, A. A. (2015): Some Design Characteristics of Foundations on Soils Prone to Slump-Type Settlement. In: Soil Mechanics and Foundation Engineering, v. 52, n. 1 (March 2015).

    https://doi.org/10.1007/s11204-015-9304-1

  9. Grigoryan, A. A. (2006): Fail-safe construction on clayey soils with respect to the first limiting state. In: Soil Mechanics and Foundation Engineering, v. 43, n. 5 (September 2006).

    https://doi.org/10.1007/s11204-006-0044-0

  10. Grigoryan, A. A. (1995): Piles in soils prone to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 32, n. 3 (May 1995).

    https://doi.org/10.1007/bf02336502

  11. Grigoryan, A. A. (2005): On certain characteristic design features of pile foundations in soils classed as type II in terms of proneness to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 42, n. 1 (January 2005).

    https://doi.org/10.1007/s11204-005-0018-7

  12. Grigoryan, A. A. / Kulachenok, B. G. (1965): Field investigations of the deformation of slumping soil under experimental plates. In: Soil Mechanics and Foundation Engineering, v. 2, n. 3 (May 1965).

    https://doi.org/10.1007/bf01703691

  13. Grigoryan, A. A. / Kulachenok, B. G. (1965): Averaged curve of the pressure dependence of the slumping properties of soil. In: Soil Mechanics and Foundation Engineering, v. 2, n. 4 (July 1965).

    https://doi.org/10.1007/bf01706106

  14. Grigoryan, A. A. / Bespalyi, I. D. / Shapiro, D. L. / Kulachenko, B. G. (1966): Testing a large-panel house of yielding design on slumping soils. In: Soil Mechanics and Foundation Engineering, v. 3, n. 4 (July 1966).

    https://doi.org/10.1007/bf01703527

  15. Grigoryan, A. A. (1968): Settlement of loess soils under hydrodynamic pressure. In: Soil Mechanics and Foundation Engineering, v. 5, n. 4 (July 1968).

    https://doi.org/10.1007/bf01703937

  16. Grigoryan, A. A. / Ivanov, Yu. K. (1968): Prediction of slump-type settlement of soil when flooded through a deep source small in plan. In: Soil Mechanics and Foundation Engineering, v. 5, n. 6 (November 1968).

    https://doi.org/10.1007/bf01707094

  17. Grigoryan, A. A. / Mamonov, V. M. (1969): Determination of the bearing capacity of a driven friction pile in soils of type I slump proneness. In: Soil Mechanics and Foundation Engineering, v. 6, n. 3 (May 1969).

    https://doi.org/10.1007/bf01704966

  18. Grigoryan, A. A. (1970): The design of pile foundations on soils prone to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 7, n. 4 (July 1970).

    https://doi.org/10.1007/bf01704646

  19. Grigoryan, A. A. (1971): Design of a hanging pile for a vertical load in settling ground. In: Soil Mechanics and Foundation Engineering, v. 8, n. 6 (November 1971).

    https://doi.org/10.1007/bf01705222

  20. Grigoryan, A. A. (2009): A new failure mechanism for clayey-soil foundation beds of structures. In: Soil Mechanics and Foundation Engineering, v. 46, n. 3 (May 2009).

    https://doi.org/10.1007/s11204-009-9048-x

  21. Grigoryan, A. A. / Grigoryan, R. G. (1975): Experimental study of negative skin friction of piles in the case of slumping of soils from their own weight. In: Soil Mechanics and Foundation Engineering, v. 12, n. 5 (September 1975).

    https://doi.org/10.1007/bf01706171

  22. Grigoryan, A. A. / Chakhvadze, A. G. (1986): Effect of underreaming on bearing capacity of bored pile. In: Soil Mechanics and Foundation Engineering, v. 23, n. 6 (November 1986).

    https://doi.org/10.1007/bf01716688

  23. Grigoryan, A. A. / Chinenkov, Yu. A. (1990): Experience with construction on long underreamed piles in collapsible soils. In: Soil Mechanics and Foundation Engineering, v. 27, n. 4 (July 1990).

    https://doi.org/10.1007/bf02305643

  24. Grigoryan, A. A. (1991): Construction on loess soils. In: Soil Mechanics and Foundation Engineering, v. 28, n. 1 (January 1991).

    https://doi.org/10.1007/bf02304644

  25. Grigoryan, A. A. (2010): Proneness to slump-type settlement and slump-type settlements of clayey soils. In: Soil Mechanics and Foundation Engineering, v. 47, n. 3 (September 2010).

    https://doi.org/10.1007/s11204-010-9097-1

  26. Grigoryan, A. A. (1996): Bearing capacity of pile groups in soils prone to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 33, n. 1 (January 1996).

    https://doi.org/10.1007/bf02354282

  27. Grigoryan, A. A. / Ivanov, Yu. K. (1968): Size and shape of a settlement crater. In: Soil Mechanics and Foundation Engineering, v. 5, n. 2 (January 1968).

    https://doi.org/10.1007/bf01710038

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