Tunnel Face Stability As A Function Of The
Purchase Length
Author(s)
J. Trckova, P. P. Procházka & S. Peskova
Abstract
In geomechanical engineering the stability of the tunnel face appears to be one of
the most decisive items in the list of assessments needed for verification of
bearing capacity of the system tunnel – surrounding rock. Studies following from
on site measurements are very expensive and depend strictly on the nature of
material being involved in the study. Experiments conducted on scale models in
stands which are filled by physically equivalent materials are more promising
and complex, as instrumentation of smaller samples is richer and more flexible
than in the case of treatment on real site. Moreover, numerical modeling, which
requires a particular description of material behavior of the structures coming
into the computational models, can be derived from physical models in an easier
way than from real tunnel behavior. A numerical approach is proposed in such a
way that internal parameters of a mathematical physically nonlinear model are
evaluated using partial results of experimental scale models from equivalent
materials. Although basically strongly nonlinear problems are solved, solution of
linear algebraic equations is the final step of the approach for identification of
values of internal parameters characterizing material properties in mathematical
simulation of reality. Tunnel face stability in dependence of a length of work-out
space is solved in this paper using coupled modeling, as an example of
application of the procedure envisaged.
Keywords: fiber reinforced concrete lining, tunnels, coupled modeling,
eigenparameters, effect of tunnel lining stiffness.
Keywords
fiber reinforced concrete lining, tunnels, coupled modeling,
eigenparameters, effect of tunnel lining stiffness.
Related Book
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