Open AccessON 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 Kosytsyn,
Vladimir Akulich
Publication year - 2018
Publication title -
international journal for computational civil and structural engineering
Language(s) - English
Resource type - Journals
eISSN - 2588-0195
pISSN - 2587-9618
DOI - 10.22337/2587-9618-2018-14-1-78-91
Subject(s) - sedimentation , shell (structure) , geotechnical engineering , work (physics) , geology , surface (topology) , numerical analysis , engineering , geomorphology , mathematics , geometry , civil engineering , mechanical engineering , sediment , mathematical analysis
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