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
| Author(s): |
Sergey B. Kosytsyn
Vladimir Y. Akulich |
|---|---|
| Medium: | journal article |
| Language(s): | Russian |
| Published in: | International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, March 2018, n. 1, v. 14 |
| Page(s): | 78-91 |
| DOI: | 10.22337/2587-9618-2018-14-1-78-91 |
| 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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10336172 - Published on:
02/08/2019 - Last updated on:
02/08/2019
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