Analysis of ground deformation induced by shield tunneling considering the effects of muck discharge and grouting
Many methods have been proposed to predict ground deformation caused by shield tunneling, but few of them provide real-time prediction because the required input parameters are difficult to determine. In this paper, a new time-dependent model of ground movement with three accessible parameters is pr...
Saved in:
Published in | Transportation Geotechnics Vol. 30; p. 100629 |
---|---|
Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.09.2021
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Be the first to leave a comment!