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
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2018
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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
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| Authors | ;Sergey B. Kosytsyn;Vladimir Y. Akulich |
| Journal | 11th ieee international conference on advanced networks and telecommunications systems, ants 2017 |
| Year | 2018 |
| DOI |
10.22337/2587-9618-2018-14-1-78-91
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