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Article
Implementation of Viscoelastic Artificial Boundary and Seismic Motion Input Method in Three-Dimensional Discontinuous Deformation Analysis Method
When applying the three-dimensional discontinuous deformation analysis (3D-DDA) method to simulate the dynamic response of rock mass in an earthquake, appropriate artificial boundaries and input methods should...
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Article
Modelling the flexural buckling failure of stratified rock slopes based on the multilayer beam model
The buckling failure of stratified rock slopes intersected by a set of steep discontinuities that are approximately parallel to the slope surface is frequently encountered while constructing railways and roadw...
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Article
A new DDA model for kinematic analyses of rockslides on complex 3-D terrain
Landslides are common phenomena in mountainous regions worldwide. Over the past two decades, catastrophic rockslides in mountainous regions have caused serious damage and fatalities. To develop effective preve...
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Article
Open AccessGIS-based numerical modelling of debris flow motion across three-dimensional terrain
The objective of this study is to incorporate a numerical model with GIS to simulate the movement, erosion and deposition of debris flow across the three dimensional complex terrain. In light of the importance...
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Chapter and Conference Paper
Pseudo-Static Stability Analysis of High Fill Slopes by the Shear Strength Reduction FEM
Three ground treatment methods such as gravel piles, shallow or deep dynamic replacement, are introduced to stabilize a high fill foundation. A typical engineering geological profile for the formed high fill s...
