Tunnel excavation is a coupled three-dimensional problem dealing with two different structures: lining and rockmass. For a simple application it is useful to develop simplified methods by treating the problem as plane strain.
If the problem of tunnel face advance presents an axisymmetric geometry, then we show that the major parameter governing the ground-interfacelining interaction is the convergence of the tunnel U o at the moment of the lining installation.
The 'New Implicit Method' (NIM) presented in this paper makes use of principles similar to those of the 'convergence-confinement' method, but it provides a better appreciation of the coupled behaviour of rockmass and lining. For independent time constitutive laws (elasticity and plasticity), we point out that the convergence U o depends not only on the mechanical behaviour of the rockmass and on the distance from the tunnel face, as predicted by the 'convergence-confinement' method, but also on the stiffness of the lining previously set.
We present the 'NIM' for elastic and perfect elastoplastic rockmasses without dilatancy for many criteria. The development of this new method is based on the results of tunnel calculations with an axisymmetric FEM numerical model that takes into account the three-dimensional aspect of the problem.
Using this method is simple and its results agree well with the FEM numerical results. Its accuracy is highly satisfactory for a geotechnical study.