Landslide-induced waves pose significant risks to human lives, property, and infrastructure.
The multifaceted nature of landslide movements combined with solid-fluid interactions …

This study constructed the up equation for saturated soil in the meshfree global weak form
within the arbitrary Lagrangian-Eulerian (ALE) framework to solve the problem of …

In this study, we present a novel nodal integration-based particle finite element method (N-
PFEM) designed for the dynamic analysis of saturated soils. Our approach incorporates the …

This paper presents the nodal integration-based particle finite element method (N-PFEM) for
poro-elastoplastic analysis of saturated soils subject to large deformation, utilising the …

Entrainment is a key factor that often alters the mobility of landslides, particularly in rapid
flow-like loess landslides (RFLL). Despite its significance, the entrainment process in RFLL …

Accurately modelling the interactions between continuous and discontinuous materials is
essential for advancing engineering solutions across a wide range of fields. Owing to …

The assessment of submarine pipeline stability requires reliable evaluation of varying soil
resistance at different stages-installation, consolidation and operation-during which large …

The stability of a wide rectangular tunnel in spatially variable soils is investigated using deep-
learning surrogate models combined with a mixed formulation of limit analysis. The mixed …

Landslides occurring in sensitive clay often result in widespread destruction, posing a
significant risk to human lives and property due to the substantial decrease in undrained …

Modelling anchor movement in marine clay presents significant challenges. Marine clay
typically exhibits strain-softening behaviour, complicating traditional continuum models due …