CALCULATION TECHNIQUE FOR TYPICAL CIRCULAR TUNNEL LININGS WITH TAKING INTO ACCOUNT THE INTERACTION OF THE STRUCTURE WITH THE GROUND

Authors

Miralimov Mirzahid Khamitovich Associate Professor of the Department of Bridges and Tunnels, Doctor of Technical Sciences, Tashkent State Transport University, Tashkent, Uzbekistan
Normurodov Shahboz Ulugbekovich Assistant of the Department of Bridges and Tunnels, Tashkent State Transport University, Tashkent, Uzbekistan
Tayirov Shopulat Shomansur o’g’li student, Tashkent State Transport University, Tashkent, Uzbekistan

The general method for calculating tunnel lining, as a multilayer one, developed by N.S.

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Mine construction, 1977, No. 3, p.15-21

Bulychev N.S. Mechanics of underground structures, Moscow: Nedra, 1994, p. 268

Rashidov T.R. Dynamic theory of seismic stability of complex systems of underground structures,

Fan, Tashkent, 1973, p. 138

Sultanov K.S. About models of interaction of underground structures with soil under

dynamic influences. Uzbek j-l "Problems of mechanics", Tashkent, No. 2, 1992.