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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ID: 249139
2018
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Ranked #4 of 8 articles by views in 11th ieee international conference on advanced networks and telecommunications systems, ants 2017

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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
Reference Key
kosytsyn2018internationalon Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
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
URL
http://ijccse.iasv.ru/article/view/110
Keywords
mechanics of materials контактные конечные элементыmaterials of engineering and construction

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