STRESSED CONDITION OF THE WRAPPING WITHOUT-DRIVE HYDROTECHNICAL TUNNEL OF THE CIRCULAR FORM, PROPOSED IN ANISOTROPIC ROCK GROUND

STRESSED CONDITION OF THE WRAPPING WITHOUT-DRIVE HYDROTECHNICAL TUNNEL OF THE CIRCULAR FORM, PROPOSED IN ANISOTROPIC ROCK GROUND

Objectives. The aim of the study is a parametric analysis of the stress-free lining of a pressureless hydraulic tunnel of circular section, and adjacent anisotropic rock from its own weight of the ground medium at different ratios of the elastic characteristics of the ground medium in orthogonal dir...

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Bibliografische gegevens
Hoofdauteurs: D. T. Bautdinov, M. M. Djamaludinov, K. S. Zhukova
Formaat: Artikel
Taal:Russisch
Gepubliceerd in: Dagestan State Technical University 2019-05-01
Reeks:Вестник Дагестанского государственного технического университета: Технические науки
Onderwerpen:
deformation modulus
poisson’s ratio
transversely isotropic medium
tunnels
lining
theory of elasticity
Online toegang:https://vestnik.dgtu.ru/jour/article/view/600
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