THE FINITE ELEMENT STRESS STATE ANALYSIS OF UNDERGROUND HYDRAULIC ERECTIONS TAKING INTO ACCOUNT THE ANISOTROPY OF THE MEDIUM

In this article, the stressed state analysis of a transverse-isotropic rocky soil near a hydrotechnical tunnel is carried out. The cross section of the tunnel is circular. The load considered in the analysis is the self-weight of the surrounding soil. The analysis is carried out for various resilien...

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Bibliographic Details
Main Authors: DAMIR TAHIROVICH BAUTDINOV, MAGOMED MAGOMEDNABIEVICH DJAMALUDINOV
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2017-10-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/16919