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Unsaturated flow and deformation patterns in tunnelling through swelling rock

Abstract:

When tunneling through swelling rock, relevant deformations occur only in the tunnel floor. This phenomenon is here numerically modelled as a coupled hydraulic-mechanical process. The observed absence of swelling deformations at the tunnel walls and the crown can be explained as a consequence of varying hydraulic boundary conditions along the excavation boundary. The paper focuses on the importance of unsaturated seepage flow. According to the numerical results, the nonlinearity of the unsaturated flow equation has a decisive qualitative influence on the predicted deformation field.

Authors:

Anagnostou, Georgios

Index Terms:

rock; TunnelingGroup

Further Information:

Date published: 1995