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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Bibliographic Details

Published in:	Вестник Дагестанского государственного технического университета: Технические науки
Main Authors:	D. T. Bautdinov, M. M. Djamaludinov, K. S. Zhukova
Format:	Article
Language:	Russian
Published:	Dagestan State Technical University 2019-05-01
Subjects:	deformation modulus poisson’s ratio transversely isotropic medium tunnels lining theory of elasticity
Online Access:	https://vestnik.dgtu.ru/jour/article/view/600