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