Interpretation of the results of rock pressure upon tunnels lining at full-scale measurements at the lining stage construction
Abstract
The method of interpreting the data of full-scale measurements of pressure upon tunnel lining offering a possibility to evaluate the stress initial field characteristics in an intact massif is given in the paper. Examples of experimental-analytic design of lining constructed in stages are given.
Fields of Study & Subjects
Geomechanics and Mining Engineering
Geotechnical Engineering and Underground Structures
Tunneling and Rock Mechanics
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 113–118
- Publication date
- 19 January 2026
- Language
- EN
- Document type
- Book chapter