Journal article
A theoretical model on the influence of ring joint stiffness on dynamic responses from underground tunnels
Abstract
The vast majority of underground tunnels are constructed by the shield-driven method, resulting in the tunnel structure being periodically jointed in the longitudinal direction. Significant studies have been proposed to predict vibrations from a homogeneous tunnel, while less attention has been paid to the effect of the tunnel ring joint and its stiffness property. This paper develops a new three-dimensional analytical model to investigate the …
Authors
He C; Zhou S; Guo P; Di H; Zhang X
Journal
Construction and Building Materials, Vol. 223, , pp. 69–80
Publisher
Elsevier
Publication Date
October 2019
DOI
10.1016/j.conbuildmat.2019.06.192
ISSN
0950-0618