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A THREE DIMENSIONAL FINITE ELEMENT MODEL OF TUNNELING (1995)
A procedure for modelling incremental excavation using finite elements is discussed here in detail. A three dimensional finite element analysis of an unlined tunnel under a greenfield site using a simple constitutive model for the soil is used to illustrate this numerical procedure.
Reference:
Numerical models in Geomechanics, NUMOG V, Pande et al, Balkema, Rotterdam, 1995
Numerical models in Geomechanics, NUMOG V, Pande et al, Balkema, Rotterdam, 1995
Organization:
Oxford University, UK
UK
Oxford University, UK
UK
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