2017
DOI: 10.1016/j.compgeo.2016.11.001
|View full text |Cite
|
Sign up to set email alerts
|

Dynamic response of a non-circular lined tunnel with visco-elastic imperfect interface in the saturated poroelastic medium

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

0
7
0

Year Published

2018
2018
2023
2023

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 30 publications
(8 citation statements)
references
References 15 publications
0
7
0
Order By: Relevance
“…The creep strain rate of the monofilaments increases gradually with the rise of applied stress. Fang adopted the visco‐elastic model with elastic and viscosity coefficients to analyze the interface effect around the noncircular‐lined tunnel. Lorandi studied the creep behavior of carbon/epoxy non‐crimp fabric composites by using Burger's model.…”
Section: Introductionmentioning
confidence: 99%
“…The creep strain rate of the monofilaments increases gradually with the rise of applied stress. Fang adopted the visco‐elastic model with elastic and viscosity coefficients to analyze the interface effect around the noncircular‐lined tunnel. Lorandi studied the creep behavior of carbon/epoxy non‐crimp fabric composites by using Burger's model.…”
Section: Introductionmentioning
confidence: 99%
“…Du et al [17] analyzed specimen shape and cross-section effects on rocks properties. More recently, Fang et al [18] analyzed the influence of a viscoelastic interface on the dynamic stress around the tunnel by means of numerical examples. Kung et al [19] concluded that the influence of tunnel radius on the earthquake stress increment was stronger than that of the tunnel depth by using ABAQUS.…”
Section: Introductionmentioning
confidence: 99%
“…The wave function expansion method was used and the imperfect interface was modeled with a spring model in the paper [1,2]. Using the wave function expansion method and conformal transformation method, Fang et al [3][4][5][6] derived the dynamic stress around a non-circular tunnel with imperfect interface subjected to anti-plane shear waves, P waves and SV waves. The stiffness parameter and viscosity coefficient are used to take into account the visco-elastic characteristic of the interface.…”
Section: Introductionmentioning
confidence: 99%