STRESS DEFORMED STATE OF ROCK MASSIF AND LINING CONSTRUCTION UNDERGROUND STRUCTURES

被引：0

作者：

Kachurin, N. M. ^{[1
]}

Zakharov, E., I ^{[1
]}

Soloviev, D. A. ^{[2
]}

Soloviev, R. A. ^{[3
]}

机构：

[1] Tula State Univ, Tula, Russia

[2] St Petersburg State Univ Ways Commun Emperor Alex, St Petersburg, Russia

[3] JSC NIPII Lenmetrogiprotrans, St Petersburg, Russia

来源：

PROCEEDINGS OF THE TULA STATES UNIVERSITY-SCIENCES OF EARTH | 2021年 / 4卷

关键词：

rock mass; stress; elastic deformation; support; mining; deformation; mathematical model;

D O I：

10.46689/2218-5194-2021-4-1-582-590

中图分类号：

P [天文学、地球科学];

学科分类号：

07 ;

摘要：

Mathematical models of the stress-strain state of the rock mass and lining during the construction of underground structures are considered. It is noted that elastic rocks are rocks in which the deformation process under the action of external forces is reversible, i.e. the energy due to the work of external forces is not absorbed. Equations of motion and equilibrium are given under conditions of elastic deformation. It is recommended to use the finite element method for modeling the stress-strain state of a rock mass and lining for solving the equations of motion and equilibrium in conditions of elastic deformation.

引用

页码：582 / 590

页数：9

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