Dong, Weijie

Weijie Dong


Weijie Dong
On the role of constitutive behaviour in the response of squeezing ground to tunnelling

Rock Pressure, Tunnel, Tunnelling, Gotthard, Gibraltar Tunnel

The present thesis mainly addresses the influence of constitutive modelling on predictions about the response of squeezing ground to tunnelling in order to provide some general guidelines for basic engineering analysis. This objective is achieved by investigating the behaviour of squeezing rocks theoretically and experimentally, using samples from several tunnel projects, including the Gotthard base tunnel and the planned Gibraltar strait tunnel.
Weijie Dong
On the role of constitutive behaviour in the response of squeezing ground to tunnelling

Rock Pressure, Tunnel, Tunnelling, Gotthard, Gibraltar Tunnel

The present thesis mainly addresses the influence of constitutive modelling on predictions about the response of squeezing ground to tunnelling in order to provide some general guidelines for basic engineering analysis. This objective is achieved by investigating the behaviour of squeezing rocks theoretically and experimentally, using samples from several tunnel projects, including the Gotthard base tunnel and the planned Gibraltar strait tunnel.
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