Quantum mechanics

Smoothed-particle hydrodynamics

Engineering

Soil liquefaction

Boundary (topology)

Geotechnical engineering

Boundary value problem

Centrifuge

Nuclear physics

Stability (learning theory)

Computer science

Seismology

Geology

Oceanography

Physics

Finite element method

Mathematics

Fluid–structure interaction

Mathematical analysis

Seabed

Liquefaction

Breakwater

Earthquake shaking table

Structural engineering

Discrete element method

Mechanics

Machine learning

Computer-Aided Civil and Infrastructure Engineering

In this article, an improved impervious solid boundary condition of the coupled method called smooth particle hydrodynamics and discrete element method (SPH‐DEM) is proposed, which prevents the fluid particles from penetrating solid boundary under earthquake action. And an improved transmitting boundary condition of SPH‐DEM is designed in order to conquer the reflection of seismic waves on the boundary. Meanwhile, the effective stress method is proposed to be applied to the SPH‐DEM for simulating seabed liquefaction. Based on these, a new computational framework for the SPH‐DEM is put forward. Dynamic triaxial test of seabed soil samples indicate that our proposed computational framework can well reproduce the seismic liquefaction process of the seabed soil. Moreover, our proposed computational framework is used to numerically reproduce the failure mechanisms of a breakwater built in liquefied seabed under combined tsunami–earthquake activity and meantime the centrifuge test is carried out. And the experimental results demonstrate the effectiveness of our proposed computational framework, in which numerical results of it are consistent with results of the centrifuge test.

A computational framework for fluid–structure interaction with applications on stability evaluation of breakwater under combined tsunami–earthquake activity