Research Article

Bayesian Approach for Sequential Probabilistic Back Analysis of Uncertain Geomechanical Parameters and Reliability Updating of Tunneling-Induced Ground Settlements

Table 1

Excavation design for the concerned shield tunneling interval.

Step no.Excavation timeRing no.

12012/9/30 15:00836
22012/10/1 07:00838
32012/10/1 15:00839
42012/10/2 07:00840
52012/10/2 15:00841