ON ONE NUMERICAL METHOD FOR THE COMPUTING OF SEDIMENTATION OF THE SURFACE OF THE SOIL MASSIVE CAUSED BY THE CONSTRUCTION OF THE SHELL LINING OF THE TUNNEL
Journal Title: International Journal for Computational Civil and Structural Engineering - Year 2018, Vol 14, Issue 1
Abstract
The distinctive work is aimed at the geotechnical forecast of the influence of the construction of the tunnel on the change in the stress-strain state of the surrounding soil mass, namely, the precipitations that arise on the surface of the earth. The work assumes both a numerical and an analytical solution with subsequent com-parative analysis
Authors and Affiliations
Sergey B. Kosytsyn, Vladimir Y. Akulich
Keywords
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- EP ID EP576699
- DOI 10.22337/2587-9618-2018-14-1-78-91
- Views 65
- Downloads 0
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