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.
Область исследования:
(Archived) Without section
Similar articles
A new method for calculation of the stability of high dumps of sandstone-clay rocks
2001 A. M. Mochalov
Energy and water system as an object of geoecological situation mapping
2001 G. K. Osipov, S. N. Subbotin
Improvement of methods for determining the upper boundary of water-conducting fracture zone
2001 V. N. Gusev, N. G. Nikiforova