Laws governing the interaction of underground structures with soll during their relative displacement

Author:

Sultanov K. S.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials

Reference23 articles.

1. D. D. Barkan, Dynamics of Bases and Foundations [in Russian], Stroivoenmorizdat, Moscow (1948).

2. B. V. Bakholdin and V. I. Berman, "Study of the stress-strain state of a pile and the surrounding soil during its settling," Tr. Nauchno-Issled. Inst. Osnovanii i Podzemnykh Sooruzhenii. Svainye Fundamenty,65, 35?44 (1975).

3. A. U. Bishon, "Strength parameters in the shear of intact and washed soil specimens," in: Determination of Mechanical Laws of Soils [Russian translation], Mir, Moscow (1975). (The Latest in the Science Frontier. Mechanics Series. No. 2.)

4. V. V. Viktorov, Yu. V. Kulinich, K. S. Sultanov, and T. É. Yusupov, "Experimental study of the friction interaction of structures with soil during dynamic loading," Transactions of an Internal Scientific Conference. Friction, Wear, and Lubricants, Fan, Tashkent (1985), pp. 161?166.

5. A. A. Vovk, B. V. Zamyshlyaev, L. S. Evterev, et al., Behavior of Soils under Shock Loads [in Russian], Naukova Dumka, Kiev (1984).

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