Abstract
The results of determining the stress state of the rock mass and the lining of two parallel tunnels constructed under the slope are presented, obtained using the developed analytical calculation method, which is based on the solution of the plane problem of elasticity theory, obtained using the mathematical apparatus of the theory of functions of a complex variable. The obtained results illustrate the influence on the stress state of the elements of the geomechanical system under consideration of the order of tunneling, the lag in the construction of the lining from the face, as well as the appearance of zones of reinforced soil around the tunnel walls. During the study, a computer program was used that implements the developed method, which makes it possible to effectively perform multivariate calculations in the design of underground structures and for research purposes.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: News of the Tula state university. Sciences of Earth
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
