Precise simulation of active fault hazards remains a critical challenge in investigating the seismic failure mechanisms of tunnels crossing faults, particularly in achieving controllable coupling between strong ground motion and fault displacement. This contribution describes a novel experimental methodology based on a dual-array shaking table platform for coupled seismicfault-displacement simulation. A tri-component test apparatus is developed, consisting of: (1) a Strong Ground MotionDislocation Coupling Loading System (SGDS) for integrated seismic excitation and fault displacement input, (2) a Detachable and Modular Linkage Device (DMLD) enabling flexible configuration of fault geometry and kinematic parameters, and (3) an Adjustable Deformation-Mode Segmented Box (ADMSB) serving as the soil container. The proposed apparatus allows controlled simulation of different fault deformation modes, including single-slip-plane and uniformly distributed dislocation. The applicability and reliability of the system are validated through free-field shaking table tests and three-dimensional numerical simulations under identical loading conditions. Good agreement in acceleration responses and residual displacement patterns demonstrates that the proposed apparatus can accurately reproduce coupled seismicfault-displacement effects. The proposed methodology provides a reliable and repeatable experimental platform for studying the dynamic response and damage evolution of tunnels crossing active faults under strong earthquakes.
11th International Conference on Physical Modelling in Geotechnics (ICPMG2026)
Session 1: New facilities, new equipment, and measuring techniques