Numerical Study on Seepage-induced Failure of Caisson Type Breakwaters Using a Stabilized ISPH
This paper presents a stabilized incompressible smoothed particle hydrodynamics (ISPH) method to simultaneously simulate surface and seepage flow. The Navier-Stokes type equation, which manipulates the linear and nonlinear resistance effects caused from porous materials, are employed for tracking fluid motions in porous medium. The SPH method is one of the mesh-less particle methods and its Lagran