Seismic response of underground structures under undrained loading with excess pore pressures accumulation
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DOI: 10.1016/j.tust.2019.103255
Abstract: Abstract The seismic response of tunnels under undrained loading with excess pore pressures accumulation is poorly understood. Two-dimensional dynamic numerical analyses are conducted to assess the seismic response of deep circular tunnels located far from… read more here.
Keywords: undrained loading; pressures accumulation; seismic response; excess pore ... See more keywords