Chang-Dan Wang

Seismic response of end-bearing piles in saturated cross-anisotropic soil subjected to vertically-incident P-waves

Due to natural sedimentary consolidation processes or the directional arrangement of soil particles, foundation soils often exhibit cross-anisotropic characteristics. To investigate the coupled dynamic behavior of a pile-soil system in saturated cross-anisotropic soil under vertical seismic P-waves, this study establis...