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A. A. Grigoryan

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

  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 (Mai 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 (Mai 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 (März 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 (Mai 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 (März 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 (März 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 (Mai 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 (Januar 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 (Mai 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 (Juli 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 (Juli 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 (Juli 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 (Mai 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 (Juli 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 (Mai 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 (Juli 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 (Januar 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 (Januar 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 (Januar 1968).

    https://doi.org/10.1007/bf01710038

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