Calculation of horseshoe-shaped lining in elastic environment

Calculation of horseshoe-shaped lining in elastic environment

ავტორები

DOI:

https://doi.org/10.52340/building.2024.70.12

საკვანძო სიტყვები:

Horseshoe-shaped lining, elastic medium, soil resistance, method of forces in matrix form

ანოტაცია

The horseshoe-shaped lining in an elastic medium is deformed both from the inside and from the outside. From the outside, the lining receives elastic resistance from the soil, which changes along a square parabola and helps the lining work. Taking into account the influence of elastic resistance of the rock on the work of the tunnel lining is of qualitative importance. The paper considers the calculation of a horseshoe-shaped lining in an elastic medium, taking into account the influence of elastic resistance of the rock. The system under consideration is statically indeterminate, the calculation is carried out using the method of forces in matrix form. Examples of calculation are given.

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წყაროები

Zurabov G.G., Bugaeva O.E. Hydrotechnical tunnels of hydroelectric power stations. Moscow, Gosenergoizdat, 1962.

Bulychev N. S., Amusin B. Z., Olovyanny A. G. Calculation of support of capital mine workings. Moscow, 1974

Filin D. P., Matrices in statics of rod structures. Moscow, 1966

Faddeev D. K., Faddeeva V. N. Computational methods of linear algebra. Moscow, 1976

ჩამოტვირთვები

გამოქვეყნებული

2024-12-12

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