The overtopping breach of embankment is a kind of serious geological disaster which
involves complex soil–water coupling and interaction mechanisms. To investigate the …

In this work, we propose a new phase-field formulation with dynamic JH2 constitutive model
in the updated Lagrangian finite element framework for capturing the blasting-induced …

Recent probabilistic studies have thoroughly examined how uncertainties in soil shear
strength affect slope stability, while the impact of spatial variability in soil porosity on post …

Numerical modelling and analysis of three-dimensional multiple retrogressive landslides of
Saint-Jude landslide in sensitive clay is conducted. The investigations of the three …

We propose a new approach for performing drained and undrained loading of elastoplastic
geomaterials over large deformations using smoothed particle hydrodynamics (SPH), a …

The aim of this study was to investigate the location of the landslide scarp surface induced
by water weakening of sliding zone soil and to propose an analytical method to calculate the …

《水力发电学报》网络首发论文 Page 1 水力发电学报 Journal of Hydroelectric Engineering
ISSN 1003-1243,CN 11-2241/TV 《水力发电学报》网络首发论文 题目: 基于μ(I)模型的颗粒流 …