Monitoring is an essential element of modern tunneling construction. The most common monitoring
method is measuring displacements, for example convergence of the tunnel opening or surface settlements.
Measurement outcomes can be used to update the knowledge on material properties of the soil or other
parameters that enter numerical models of the structural behavior of the tunnel. In probability theory, this process
can be formalized in the concept of Bayesian updating. In this paper, we apply the Bayesian concept to
update the numerical model of a tunnel in soft soil conditional on settlement measurements. The tunnel is constructed
by means of the conventional tunneling method and modeled with 2D finite elements applying the
stress reduction method. We assume that settlement measurements are taken at full excavation and utilize the
measurements to update the material properties of the soil as well as the the relaxation factor of the stress reduction
method. Updating is performed by means of BUS, a recently proposed method for Bayesian updating
of mechanical models with structural reliability methods.
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Monitoring is an essential element of modern tunneling construction. The most common monitoring
method is measuring displacements, for example convergence of the tunnel opening or surface settlements.
Measurement outcomes can be used to update the knowledge on material properties of the soil or other
parameters that enter numerical models of the structural behavior of the tunnel. In probability theory, this process
can be formalized in the concept of Bayesian updating. In this paper, we appl...
»