Many monopile-supported offshore wind turbines (OWTs) have been installed in seismic
regions. To determine the seismic response of monopile-supported OWTs accurately, it is …

Coupled hydromechanical finite-element modeling of granular soils, taking into account
internal erosion, is computationally prohibitive. Alternative data-driven approaches require …

Parameter identification using Bayesian approach with Markov Chain Monte Carlo (MCMC)
has been verified only for certain conventional simple constitutive models up to now. This …

The strength and deformation behaviors of granular soil depend on the material state, ie,
density and pressure. To interpret such state-dependent behavior, different state indices …

The representation of soil stress–strain response by using neural networks has received
considerable attention as a promising data-driven method. Recently, a magnitude-related …

Current numerical platforms rarely consider the effect of grain breakage in the design of
sandy soil foundations. This paper presents an enhanced platform for large deformation …

One of the major causes of instability in geotechnical structures such as dikes or earth dams
is internal erosion, an insidious process that occurs over a long period of time. Research on …

Current studies have focused on selecting constitutive models using optimization methods
or selecting simple formulas or models using Bayesian methods. In contrast, this paper …

To solve large deformation geotechnical problems, a novel strain‐smoothed particle finite
element method (SPFEM) is proposed that incorporates a simple and effective edge‐based …

Recently, with the development of underground construction, multi-tunnel engineering has
become a matter of concern since the interaction between tunnels at close ranges could …