Method for predicting the stress state of the lining of underground structures of quasi-rectangular and arched forms

Method for predicting the stress state of the lining of underground structures of quasi-rectangular and arched forms

A method for predicting the stress-strain state of the lining of underground structures, the shape of the cross-section of which is different from the circular outline, is considered. The main task of the study is to develop a methodology for assessing the influence of the parameters of the cross-se...

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Bibliographic Details
Main Authors: Maksim A. Karasev, Tien Tai Nguyen
Format: Article
Language:English
Published: Saint-Petersburg Mining University 2022-11-01
Series:Записки Горного института
Subjects:
tunnel
lining
stress state
interaction
load
shape optimization method
cross-section
soil mass
Online Access:https://pmi.spmi.ru/index.php/pmi/article/view/15661?setLocale=en_US

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