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

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

PDF (Русский)

Published: Mar 30, 2018

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

Sergey B. Kosytsyn

Russian University of Transport (MIIT), Moscow, RUSSIA

Vladimir Y. Akulich

Russian University of Transport (MIIT), Moscow, RUSSIA

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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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