Numerical simulation and parametric analysis on a shallow tunnel in liquefiable ground subject to multiple shakings
Jinghua Zhang, Emilio Bilotta, Qing Sun, Yong Yuan
Abstract
In active earthquake zones, it is very likely that the structures would experience multiple shakings in major seismic events. For underground structures, the soil-structure interactions and the resultant dynamic responses could vary significantly according to the characteristics of the shakings. In this paper, the scenario of a shallow tunnel in liquefiable ground subject to multiple shakings is studied. The OpenSees platform and the PM4Sand constitutive model are employed to construct a plane-strain numerical model, where a rectangular tunnel is buried in saturated Hostun sand. Its validity is verified by the data from a centrifuge test of four consecutive shakings. The numerical soil-structure system is then configured for further investigation on the subject matter. Firstly, the liquefaction-induced uplift is identified as the main threat to the integrity of the tunnel in a seismic event of multiple shakings. Then, the pertinent soil-structure interactions are intensely discussed in a parametric analysis considering the influences of the permeability coefficient, the tunnel self-weight, and the shaking sequence. • A centrifuge test on tunnel in liquefiable soil under multiple shakings is numerically modelled. • Liquefaction-induced uplift is identified as the main threat to the tunnel in such occasion. • The uplift under multiple shakings is intensely discussed in a parametric analysis.