HIGHLIGHTS
- who: September and collaborators from the Hacettepe University, Turkey have published the research: Reliability analysis of ground movement in tunnelling in spatially variable soil using equivalent parameters, in the Journal: (JOURNAL)
- what: The equivalence between RVM and RFM here is reasonably acceptable because this study focuses on the failure probability that only depends on the values of Smax, rather than the risk assessment affected by the deformation pattern. Before the stochastic analysis, a sensitivity analysis is carried out to determine the key parameters which influences the Smax the most. Forty-four analysis cases are conducted . . .
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