STUDY OF STRESS STATE OF THE ROCK MASS AND LINING OF PARALLEL TUNNELS CONSTRUCTED NEAR THE MOUNTAIN SLOPE
S. V. Antsiferov, A. V. Fomin, A. A. Feklin, M. A. Kudryavtsev
Tula State University, Tula, Russia
Keywords: Inclined earth surface, parallel tunnels, lining, analytical method, calculation, stress state
Abstract
To study the stress state of “soil body with an inclined earth surface - a system of parallel tunnels” objects, an analytical calculation method is used, which is developed on the basis of obtained new solution to corresponding elasticity theory problem. This method is implemented as a computer program that allows numerical modeling in practical design. Examples of calculation are given.
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