dc.contributor.author |
Nomikos, P |
en |
dc.contributor.author |
Rahmannejad, R |
en |
dc.contributor.author |
Sofianos, A |
en |
dc.date.accessioned |
2014-03-01T01:37:10Z |
|
dc.date.available |
2014-03-01T01:37:10Z |
|
dc.date.issued |
2011 |
en |
dc.identifier.issn |
0723-2632 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/21473 |
|
dc.subject |
Analytical solution |
en |
dc.subject |
Axisymmetric tunnel |
en |
dc.subject |
Burgers model |
en |
dc.subject |
Numerical simulation |
en |
dc.subject |
Viscoelastic rock |
en |
dc.subject.classification |
Engineering, Geological |
en |
dc.subject.classification |
Geosciences, Multidisciplinary |
en |
dc.subject.other |
Analytical formulas |
en |
dc.subject.other |
Analytical solutions |
en |
dc.subject.other |
Axisymmetric |
en |
dc.subject.other |
Burgers model |
en |
dc.subject.other |
Closed form solutions |
en |
dc.subject.other |
Contour plot |
en |
dc.subject.other |
Design life |
en |
dc.subject.other |
Effect of the support |
en |
dc.subject.other |
Finite difference |
en |
dc.subject.other |
Ground reaction curves |
en |
dc.subject.other |
Installation time |
en |
dc.subject.other |
Linear elastic |
en |
dc.subject.other |
Linear viscoelastic |
en |
dc.subject.other |
Mechanical behaviour |
en |
dc.subject.other |
Numerical results |
en |
dc.subject.other |
Rock creep |
en |
dc.subject.other |
Time-dependent |
en |
dc.subject.other |
Viscoelastic constants |
en |
dc.subject.other |
Viscoelastic models |
en |
dc.subject.other |
Viscoelastic rocks |
en |
dc.subject.other |
Computer simulation |
en |
dc.subject.other |
Pressure effects |
en |
dc.subject.other |
Stiffness |
en |
dc.subject.other |
Rocks |
en |
dc.subject.other |
diagram |
en |
dc.subject.other |
displacement |
en |
dc.subject.other |
finite difference method |
en |
dc.subject.other |
installation |
en |
dc.subject.other |
linearity |
en |
dc.subject.other |
mathematical analysis |
en |
dc.subject.other |
numerical model |
en |
dc.subject.other |
pressure effect |
en |
dc.subject.other |
stiffness |
en |
dc.subject.other |
tunnel |
en |
dc.subject.other |
two-dimensional modeling |
en |
dc.subject.other |
viscoelasticity |
en |
dc.title |
Supported axisymmetric tunnels within linear viscoelastic burgers rocks |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1007/s00603-011-0159-0 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1007/s00603-011-0159-0 |
en |
heal.language |
English |
en |
heal.publicationDate |
2011 |
en |
heal.abstract |
An exact closed form solution is derived for the mechanical behaviour of a linear viscoelastic Burgers rock around an axisymmetric tunnel, supported by a linear elastic ring. Analytical formulae are provided for the displacement of the rock/lining interface and for the pressure exerted by the rock on the lining, taking into account the stiffness and its installation time. Results calculated from these formulae do validate the corresponding numerical results of a 2D finite differences code. Further, comparison to previous existing solutions for the same viscoelastic model indicates similarities and differences.Aparametric study is performed to investigate the effect of the viscoelastic constants, the stiffness and installation time of the support. The derived closed form solution is used to construct the time-dependent Supported Ground Reaction Curves of the viscoelastic rock, i.e. the time contour plots on the convergence confinement diagram. The importance of the effect of the support on the restrained rock creep and the exerted pressure on the lining, during the design life of a structure, is examined. © Springer-Verlag 2011. |
en |
heal.publisher |
SPRINGER WIEN |
en |
heal.journalName |
Rock Mechanics and Rock Engineering |
en |
dc.identifier.doi |
10.1007/s00603-011-0159-0 |
en |
dc.identifier.isi |
ISI:000293949800004 |
en |
dc.identifier.volume |
44 |
en |
dc.identifier.issue |
5 |
en |
dc.identifier.spage |
553 |
en |
dc.identifier.epage |
564 |
en |