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Bagdasarov, Yu. A. / Kocak, I. M. (2000): Compaction of soils at a construction site in Budennovsk town. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 4, n. 2 (janvier 2000).
https://doi.org/10.1680/grim.2000.4.2.59
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Rafal'zuk, V. L. / Bagdasarov, Yu. A. (1981): Determining the bearing capacity of foundations in tamped trenches. Dans: Soil Mechanics and Foundation Engineering, v. 18, n. 6 (novembre 1981).
https://doi.org/10.1007/bf01709922
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Bagdasarov, Yu. A. / Valeev, R. Kh. / Krutov, V. I. / Vinikovskii, M. I. (1979): Ways of raising economic efficiency of building foundations on soils of Type I collapsibility. Dans: Soil Mechanics and Foundation Engineering, v. 16, n. 5 (septembre 1979).
https://doi.org/10.1007/bf01705353
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Bagdasarov, Yu. A. / Valeev, R. Kh. / Krutov, V. I. / Gubenko, V. I. (1977): Technicoeconomic analysis of methods employed to install foundation beds and foundations in soils classed as type-II in terms of proneness to slump-type settlement. Dans: Soil Mechanics and Foundation Engineering, v. 14, n. 4 (juillet 1977).
https://doi.org/10.1007/bf02092344
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Bagdasarov, Yu. A. (2000): Reliability of assessment of the proneness of soils to slump-type settlement. Dans: Soil Mechanics and Foundation Engineering, v. 37, n. 2 (mars 2000).
https://doi.org/10.1007/bf02469126
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Bagdasarov, Yu. A. (1984): Analysis of foundation settlements in tamped trenches under vertical and horizontal load action. Dans: Soil Mechanics and Foundation Engineering, v. 21, n. 4 (juillet 1984).
https://doi.org/10.1007/bf01710606
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Arutyunov, I. S. / Bagdasarov, Yu. A. / Krutov, V. I. / Klepikov, S. N. / Tregub, Yu. S. / Gupalenko, V. I. / Koval, I. P. (1983): Cast-in-place piles in compacted type II collapsibility loess soil (for discussion). Dans: Soil Mechanics and Foundation Engineering, v. 20, n. 1 (janvier 1983).
https://doi.org/10.1007/bf01710470
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Bagdasarov, Yu. A. / Shabalin, A. I. (1983): Use of foundations in tamped trenches. Dans: Soil Mechanics and Foundation Engineering, v. 20, n. 3 (mai 1983).
https://doi.org/10.1007/bf01710385
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Il'ichev, V. A. / Bagdasarov, Yu. A. / Mamonov, V. M. (1984): Determination of pile settlement under type II collapsibility soil conditions. Dans: Soil Mechanics and Foundation Engineering, v. 21, n. 5 (septembre 1984).
https://doi.org/10.1007/bf01711772
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Gurin, A. P. / Mikhailov, V. P. / Bagdasarov, Yu. A. (1992): Foundations in punched trenches at construction projects in chuvashin. Dans: Soil Mechanics and Foundation Engineering, v. 29, n. 2 (mars 1992).
https://doi.org/10.1007/bf02094936
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Bagdasarov, Yu. A. / Chetyrkin, N. S. / Grachev, Yu. A. (1988): "Geotechnogenic method" of building up foundation bases in type II subsiding soils. Dans: Soil Mechanics and Foundation Engineering, v. 25, n. 6 (novembre 1988).
https://doi.org/10.1007/bf01721615
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Bagdasarov, Yu. A. (1994): Combined method of compaction of collapsible soils. Dans: Soil Mechanics and Foundation Engineering, v. 31, n. 1 (janvier 1994).
https://doi.org/10.1007/bf02336651
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Bagdasarov, Yu. A. / Fingerov, S. L. (1994): Use of new methods of compaction for soils prone to slump-type settlement. Dans: Soil Mechanics and Foundation Engineering, v. 31, n. 5 (septembre 1994).
https://doi.org/10.1007/bf02336746
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Bagdasarov, Yu. A. / Pichugin, A. P. / Efimov, V. I. / Simonov, Yu. G. (1987): Experience of agricultural and residential construction relative to foundations in tamped trenches with an expanded base. Dans: Soil Mechanics and Foundation Engineering, v. 24, n. 3 (mai 1987).
https://doi.org/10.1007/bf01786738
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Krutov, V. I. / Bagdasarov, Yu. A. (2005): Installation of Underground Stories on Fill Soils and Soil Prone to Slump-Type Settlement. Dans: Soil Mechanics and Foundation Engineering, v. 42, n. 5 (septembre 2005).
https://doi.org/10.1007/s11204-006-0005-7
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Vikhorev, A. K. / Bagdasarov, Yu. A. (1986): Foundations of farm buildings in tamped trenches on dense moraine soils. Dans: Soil Mechanics and Foundation Engineering, v. 23, n. 6 (novembre 1986).
https://doi.org/10.1007/bf01716687
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Lunev, A. G. / Bagdasarov, Yu. A. / Gaidukov, A. N. / Arabadzhi, N. F. (1988): New technique for construction of compacted beds in collapsible soils. Dans: Soil Mechanics and Foundation Engineering, v. 25, n. 3 (mai 1988).
https://doi.org/10.1007/bf01709711
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Rabinovich, I. G. / Bagdasarov, Yu. A. / Chakhvadze, A. G. / D'yachenko, G. I. / Bozhko, E. A. (1989): Use of pile foundations in soils classed as type II in terms of proneness to slump-type settlement and compacted with wetting. Dans: Soil Mechanics and Foundation Engineering, v. 26, n. 5 (septembre 1989).
https://doi.org/10.1007/bf02311931
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Il'ichev, V. A. / Bagdasarov, Yu. A. / Bytsutenko, O. V. / Gaidukov, A. N. (1990): Collapsible-soil compaction by 80-ton mass rammer. Dans: Soil Mechanics and Foundation Engineering, v. 27, n. 2 (mars 1990).
https://doi.org/10.1007/bf02306103
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Bagdasarov, Yu. A. / Gister, A. Z. (1990): Determination of soil resistance along the lateral surface of cast-in-place piles from results of static penetration. Dans: Soil Mechanics and Foundation Engineering, v. 27, n. 6 (novembre 1990).
https://doi.org/10.1007/bf02304612
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Rabinovich, I. G. / Bagdasarov, Yu. A. / Rudenko, N. I. / Antonyuk, V. G. / Evtushenko, S. I. / Mavrodi, V. Kh. (1991): Compaction of soils prone to slump-type settlement by an ultraheavy tamper during construction of a hospital complex. Dans: Soil Mechanics and Foundation Engineering, v. 28, n. 1 (janvier 1991).
https://doi.org/10.1007/bf02304634
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Bagdasarov, Yu. A. / Nyamdorzh, S. (1991): Results of tests on foundations in rammed down foundation pits in Darkhan (MPR). Dans: Soil Mechanics and Foundation Engineering, v. 28, n. 2 (mars 1991).
https://doi.org/10.1007/bf02316022
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Bagdasarov, Yu. A. / Rabinovich, I. G. / Epaneshnikov, L. O. / Khanzhin, N. A. (1991): Compaction of collapsible soils by soaking with tamping during the collapse process. Dans: Soil Mechanics and Foundation Engineering, v. 28, n. 4 (juillet 1991).
https://doi.org/10.1007/bf02305703
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Bagdasarov, Yu. A. (1997): Deep multilevel basements in strata prone to slump-type settlement. Dans: Soil Mechanics and Foundation Engineering, v. 34, n. 4 (juillet 1997).
https://doi.org/10.1007/bf02465943