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S. S. Vyalov

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

  1. Sayles, F. H. / Baker, T. H. W. / Gallavres, F. / Jessberger, H. L. / Kinosita, S. / Sadovskiy, A. V. / Sego, D. / Vyalov, S. S. (1987): Classification and Laboratory Testing of Artificially Frozen Ground. In: Journal of Cold Regions Engineering, v. 1, n. 1 (März 1987).

    https://doi.org/10.1061/(asce)0887-381x(1987)1:1(22)

  2. Vyalov, S. S. (1978): Settlements of experimental plates on plastic-frozen soils. In: Soil Mechanics and Foundation Engineering, v. 15, n. 5 (September 1978).

    https://doi.org/10.1007/bf02110457

  3. Vyalov, S. S. / Mindich, A. L. (1977): Experimental investigation of the stress — strain state of a layer of weak soil underlain by a low-compressibility mass. In: Soil Mechanics and Foundation Engineering, v. 14, n. 1 (Januar 1977).

    https://doi.org/10.1007/bf02094043

  4. Vyalov, S. S. / Porkhaev, G. V. / Zhukov, V. F. / Temkin, L. E. (1977): Section II-18-76 "Foundation beds and foundations on permafrost" of the construction norms and specifications. In: Soil Mechanics and Foundation Engineering, v. 14, n. 4 (Juli 1977).

    https://doi.org/10.1007/bf02092355

  5. Vyalov, S. S. (1977): Settlements and contact pressures of a nonlinearly deformable foundation bed subject to strip loading. In: Soil Mechanics and Foundation Engineering, v. 14, n. 6 (November 1977).

    https://doi.org/10.1007/bf02092236

  6. Vyalov, S. S. / Akram, A. D. (1992): Methods of determining the rheological characteristics of clayey soils. In: Soil Mechanics and Foundation Engineering, v. 29, n. 5 (September 1992).

    https://doi.org/10.1007/bf02094704

  7. Vyalov, S. S. / Shaaban, Zh. S. (1994): Modified model of the nonlinear deformation of cohesive soils. In: Soil Mechanics and Foundation Engineering, v. 31, n. 5 (September 1994).

    https://doi.org/10.1007/bf02336743

  8. Vyalov, S. S. (1966): Problems of the theory of deformability of cohesive soils. In: Soil Mechanics and Foundation Engineering, v. 3, n. 3 (Mai 1966).

    https://doi.org/10.1007/bf01703493

  9. Vyalov, S. S. (1967): Problems of foundation engineering on permafrost soils. In: Soil Mechanics and Foundation Engineering, v. 4, n. 5 (September 1967).

    https://doi.org/10.1007/bf01703792

  10. Vyalov, S. S. / Pekarskaya, N. K. (1968): Long-term strength of soils. In: Soil Mechanics and Foundation Engineering, v. 5, n. 3 (Mai 1968).

    https://doi.org/10.1007/bf01703761

  11. Vyalov, S. S. / Pekarskaya, N. K. / Maksimyak, R. V. (1970): Physical essence of processes of deformation and failure of clayey soils. In: Soil Mechanics and Foundation Engineering, v. 7, n. 1 (Januar 1970).

    https://doi.org/10.1007/bf01703615

  12. Vyalov, S. S. (1970): Problems in soil mechanics. In: Soil Mechanics and Foundation Engineering, v. 7, n. 2 (März 1970).

    https://doi.org/10.1007/bf01702669

  13. Zaretskii, Yu. K. / Vyalov, S. S. (1971): Structural mechanics of clay soils. In: Soil Mechanics and Foundation Engineering, v. 8, n. 3 (Mai 1971).

    https://doi.org/10.1007/bf01705105

  14. Vyalov, S. S. (1974): Progress of engineering geocryology in the USSR. In: Soil Mechanics and Foundation Engineering, v. 11, n. 3 (Mai 1974).

    https://doi.org/10.1007/bf01706260

  15. Vyalov, S. S. / Mindich, A. L. (1974): Settlement and limiting equilibrium of a layer of weak soil underlain by a rigid foundation bed. In: Soil Mechanics and Foundation Engineering, v. 11, n. 6 (November 1974).

    https://doi.org/10.1007/bf01703809

  16. Shvetsov, P. F. / Pchelintsev, A. M. / Vyalov, S. S. (1976): From preservation of the frozen state to preconstruction thawing and compaction of permafrost soils (in commemoration of the 70th birthday of V. F. Zhukov). In: Soil Mechanics and Foundation Engineering, v. 13, n. 6 (November 1976).

    https://doi.org/10.1007/bf01706711

  17. Vyalov, S. S. / Bugrov, A. K. / Tseeva, A. N. (1989): Stress-strain conditions of nonhomogeneous bases with inclined weak layers. In: Soil Mechanics and Foundation Engineering, v. 26, n. 2 (März 1989).

    https://doi.org/10.1007/bf02306766

  18. Vyalov, S. S. / Mirenburg, Yu. S. (1990): Improved methods of testing piles in frozen soils. In: Soil Mechanics and Foundation Engineering, v. 27, n. 4 (Juli 1990).

    https://doi.org/10.1007/bf02305647

  19. Vyalov, S. S. / Oun, Ya. A. (1991): Testing and design of single piles with allowance for creep. In: Soil Mechanics and Foundation Engineering, v. 28, n. 3 (Mai 1991).

    https://doi.org/10.1007/bf02716911

  20. Razbegin, V. N. / Vyalov, S. S. / Maksimyak, R. V. / Sadovskii, A. V. (1996): Mechanical properties of frozen soils. In: Soil Mechanics and Foundation Engineering, v. 33, n. 2 (März 1996).

    https://doi.org/10.1007/bf02354292

  21. Vyalov, S. S. / Khamed, A. Sh. (1997): Creep and long-term strength of clayey soils in triaxial compression. In: Soil Mechanics and Foundation Engineering, v. 34, n. 1 (Januar 1997).

    https://doi.org/10.1007/bf02465083

  22. Vyalov, S. S. / Targulyan, Yu. O. (1968): Boring and pile driving into permafrost. In: Soil Mechanics and Foundation Engineering, v. 5, n. 2 (Januar 1968).

    https://doi.org/10.1007/bf01710037

  23. Vyalov, S. S. / Fotiev, S. M. / Gerasimov, A. S. / Zolotar, A. I. (1993): Provision for bearing capacity of permafrost soils in conditions of climate warming. In: Soil Mechanics and Foundation Engineering, v. 30, n. 6 (November 1993).

    https://doi.org/10.1007/bf01721566

  24. Vyalov, S. S. / Lunev, M. V. (1988): Experimental investigation of behavior of pile clusters in permafrost soils. In: Soil Mechanics and Foundation Engineering, v. 25, n. 2 (März 1988).

    https://doi.org/10.1007/bf01704522

  25. Vyalov, S. S. / Maksimyak, R. V. / Mikheev, V. V. / Sorochan, E. A. (1977): Soviet-French cooperation in the fields of soil mechanics and foundation engineering. In: Soil Mechanics and Foundation Engineering, v. 14, n. 3 (Mai 1977).

    https://doi.org/10.1007/bf02092697

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