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Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus
Optimization of design parameters of displacement isolation piles constructed between a high-speed railway bridge and a double-line metro tunnel: From the view point of vibration isolation effect
Vibro-induced weakening of interface friction between granular materials and textured surfaces: An experimental study with a modified direct shear apparatus
Dynamic response and vibration control of soil–structure systems subject to subway and road traffic loads: Mathematical analysis and physical model tests
Vibration Response Analysis Method for an Underground Pedestrian Passage Crossing a Subway Tunnel and Orthogonally Sharing a Slab with a Vehicle Tunnel
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