The dynamic viscoelastic theory of soil–pile interaction dominates the initial impedance
calculation during the pile dynamic design and analysis. Further, it provides a firm …

Physics-informed neural networks (PINNs) have received significant attention as a unified
framework for forward, inverse, and surrogate modeling of problems governed by partial …

In this paper, a fully coupled numerical model is developed for the modeling of the hydraulic
fracture propagation in porous media using the extended finite element method in …

Dynamics of the widespread saturated and semi-saturated soil–rock mixtures (SRMs) are of
importance in practical engineering. In this paper, a numerical manifold model is presented …

In this paper, a numerical model is developed for the fully coupled hydro‐mechanical
analysis of deformable, progressively fracturing porous media interacting with the flow of two …

Many unresolved questions in geodynamics revolve around the physical behaviour of the
two-phase system of a silicate melt percolating through and interacting with a tectonically …

This paper presents an efficient monolithic computational homogenization model for
transient nonlinear hydro-mechanical analysis within the framework of Numerical Manifold …

In this paper, an extended finite element method is presented for simulation of interaction
between hydraulic fracturing and natural fractures in saturated porous media. The well …

Decades of high-speed railways operation around the world have revealed an increasing
number of maintenance issues of pile-supported embankments subjected to long-term …

This paper proposed an analytical solution for investigating the dynamic response of a pipe
pile subjected to a torsional harmonic excitation torque in unsaturated soils. Based on the …