Analytical methods for calculation of basic parameters of the displacement trough in the construction of tunnels in Cambrian clays
About authors
- 1 — Mosmetrostroy
- 2 — Saint Petersburg Mining University
Abstract
In the article the feasibility of idealized methods to calculation of deformations of a surface is considered at facility of tunnels in simple geological conditions. Among such methods the special attension is given to methods of a mathematical theory of elastic strength, which one will widely be used in mechanics of underground structures (close in the essence to a considered problematics). The applicability (feasibility) of the analytical approach is detected within the framework of the registration of the separate mining-and-geological factors.
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