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
Published inZapiski Gornogo instituta (1999) Vol. Online first; pp. 807 - 821
Main Authors Karasev, Maksim, Nguyen, Tien
Format Journal Article
LanguageEnglish
Published Saint-Petersburg Mining University 01.11.2022
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