Deformation and Stability analysis of a
tunnel to be excavated at Bansagar, M.P.,
India.
|
Without lining (Total Maximum vertical
displacement -8.36mm) |
One of the
unique tunnel is to be constructed in M.P
region of India. We have extensively
collected the data and carried out 2-D
numerical analysis of this proposed tunnel.
Modeling has been done considering 2 cases.
One case is without lining and other case
was with lining. The parameters of the
lining has been recommended for stability of
the tunnel. |
With lining (Total Maximum vertical
displacement -8.45mm) |
Extreme total displacement 8.20mm on the
lining |
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