TY - JOUR
T1 - Analytical modeling of a deep tunnel inside a poro-viscoplastic rock mass accounting for different stages of its life cycle
AU - Bui, T. A.
AU - Wong, H.
AU - Deleruyelle, F.
AU - Dufour, N.
AU - Leo, C.
AU - Sun, D. A.
PY - 2014
Y1 - 2014
N2 - An analytical approach of the viscoplastic behavior of a porous saturated rock mass surrounding a deep tunnel in different stages of a simplified life cycle is presented. The viscoplasticity is modeled by means of a simple (linear) Norton-Hoff's law. Some numerical examples are performed to examine the consistency and relevance of the solutions. Parametric studies illustrate the influence of key parameters such as rock mass viscosity, Poisson's ratio, rock mass permeability, lining emplacement, etc. This analytical approach constitutes a useful reference to facilitate more complex numerical simulation and making it possible to obtain practical estimations of the poromechanical behavior of underground structures.
AB - An analytical approach of the viscoplastic behavior of a porous saturated rock mass surrounding a deep tunnel in different stages of a simplified life cycle is presented. The viscoplasticity is modeled by means of a simple (linear) Norton-Hoff's law. Some numerical examples are performed to examine the consistency and relevance of the solutions. Parametric studies illustrate the influence of key parameters such as rock mass viscosity, Poisson's ratio, rock mass permeability, lining emplacement, etc. This analytical approach constitutes a useful reference to facilitate more complex numerical simulation and making it possible to obtain practical estimations of the poromechanical behavior of underground structures.
UR - http://handle.uws.edu.au:8081/1959.7/547327
U2 - 10.1016/j.compgeo.2013.11.004
DO - 10.1016/j.compgeo.2013.11.004
M3 - Article
SN - 0266-352X
VL - 58
SP - 88
EP - 100
JO - Computers and Geotechnics
JF - Computers and Geotechnics
ER -