Research article Vol. 14 No. 1 (2018): International Journal for Computational Civil and Structural Engineering

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

Sergey B. Kosytsyn, Vladimir Y. Akulich
78-91 DOI 10.22337/2587-9618-2018-14-1-78-91 Published 2018-03-30
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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

Authors

  • Sergey B. Kosytsyn Russian University of Transport (MIIT), Moscow, RUSSIA
  • Vladimir Y. Akulich Russian University of Transport (MIIT), Moscow, RUSSIA

DOI:

https://doi.org/10.22337/2587-9618-2018-14-1-78-91

Keywords:

тоннель, грунтовый массив, геотехника,, тоннелепроходческий механизированный комплекс, мульда оседания,, плоские и пространственные конечные элементы, контактные конечные элементы

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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Published

2018-03-30

Issue

Vol. 14 No. 1 (2018): International Journal for Computational Civil and Structural Engineering

Section

Research article

How to Cite

Kosytsyn, S. B., & Akulich, V. Y. (2018). 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. International Journal for Computational Civil and Structural Engineering, 14(1), 78-91. https://doi.org/10.22337/2587-9618-2018-14-1-78-91

Keywords

тоннель, грунтовый массив, геотехника, тоннелепроходческий механизированный комплекс, мульда оседания, плоские и пространственные конечные элементы, контактные конечные элементы

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