Integrated model for wave-induced oscillatory and residual soil response in a poro-elastic seabed: partially dynamic model

HIGHLIGHTS

  • who: Zhipeng Wan et al. from the School of Engineering and Built Environment, Gold Coast Campus, Griffith University, Southport, QLD, Australia have published the paper: Integrated Model for Wave-Induced Oscillatory and Residual Soil Response in a Poro-Elastic Seabed: Partially Dynamic Model, in the Journal: (JOURNAL)
  • what: In the approach, the oscillatory seabed response is calculated for the whole spatial and time domains, and then the shear stress of the oscillatory mechanism is employed to determine the source term for the generation of the residual pore pressures. In this paper, only some preliminary results . . .

     

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