A depth‐integrated, coupled SPH model for flow‐like landslides and related phenomena
M Pastor, B Haddad, G Sorbino… - … Journal for numerical …, 2009 - Wiley Online Library
In the past decades, flow‐like catastrophic landslides caused many victims and important
economic damage around the world. It is therefore important to predict their path, velocity …
economic damage around the world. It is therefore important to predict their path, velocity …
[HTML][HTML] SPH numerical modelling of landslide movements as coupled two-phase flows with a new solution for the interaction term
SM Tayyebi, M Pastor, MM Stickle, Á Yagüe… - European Journal of …, 2022 - Elsevier
In this paper, the theoretical framework is a depth-integrated two-phase model capable of
considering many essential physical aspects such as reproducing the propagation of debris …
considering many essential physical aspects such as reproducing the propagation of debris …
Numerical simulation of landslide impulsive waves by incompressible smoothed particle hydrodynamics
B Ataie‐Ashtiani, G Shobeyri - International Journal for …, 2008 - Wiley Online Library
An incompressible‐smoothed particle hydrodynamics (I‐SPH) formulation is presented to
simulate impulsive waves generated by landslides. The governing equations, Navier …
simulate impulsive waves generated by landslides. The governing equations, Navier …
A revisit of disaster process of Vajont rockslide using a coupled discontinuous smooth particle hydrodynamics (CDSPH) method
A coupled discontinuous smooth particle hydrodynamics (CDSPH) method was developed
and employed to investigate the disaster process of Vajont rockslide. In this method, virtual …
and employed to investigate the disaster process of Vajont rockslide. In this method, virtual …
Solving geophysical flow problems in Luxembourg: SPH constitutive review
In this research work, a constitutive mathematical review has been carried out to study the
application of smoothed-particle hydrodynamics (SPH) in the modeling of geophysical flows …
application of smoothed-particle hydrodynamics (SPH) in the modeling of geophysical flows …
Numerical investigation on the sliding process and deposit feature of an earthquake-induced landslide: a case study
H Wang, S Liu, W Xu, L Yan, X Qu, WC Xie - Landslides, 2020 - Springer
The objective of this study is to provide an effective method for risk prediction and disaster
control of earthquake-induced landslides. The Hongshiyan landslide induced by Ludian …
control of earthquake-induced landslides. The Hongshiyan landslide induced by Ludian …
Simulation of three-dimensional rapid free-surface granular flow past different types of obstructions using the SPH method
In nature, when hazardous geophysical granular flows (eg a snow avalanche) impact on an
obstacle as they stream down a slope, rapid changes in flow depth, direction and velocity …
obstacle as they stream down a slope, rapid changes in flow depth, direction and velocity …
Some numerical approaches for landslide river blocking: introduction, simulation, and discussion
This paper aims to present several approaches for fluid–solid coupling applied in landslide
river blocking simulations based on the Abaqus software. These approaches include the …
river blocking simulations based on the Abaqus software. These approaches include the …
Study on landslide-induced wave disasters using a 3D coupled SPH-DEM method
WJ Xu, ZG Yao, YT Luo, XY Dong - Bulletin of Engineering Geology and …, 2020 - Springer
Landslide-induced waves are a complex fluid–solid coupling phenomenon. A code for
coupled fluid–solid simulation was developed on the basis of a coupled SPH-DEM …
coupled fluid–solid simulation was developed on the basis of a coupled SPH-DEM …
[HTML][HTML] Spatial variability effect of internal friction angle on the post-failure behavior of landslides using a random and non-Newtonian fluid based SPH method
This study proposed a random Smoothed Particle Hydrodynamics method for analyzing the
post-failure behavior of landslides, which is based on the Karhunen–Loève (KL) expansion …
post-failure behavior of landslides, which is based on the Karhunen–Loève (KL) expansion …