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Article
Rapid prediction models for 3D geometry of landslide dam considering the damming process
The geometry of a landslide dam plays a critical role in its stability and failure mode, and is influenced by the damming process. However, there is a lack of understanding of the factors that affect the 3D ge...
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Article
Evaluation of undrained shear strength of surficial marine clays using ball penetration-based CFD modelling
The undrained shear strength of surficial marine clays is a significant parameter for engineering construction and geological disaster assessment. The full-flow penetration test is an effective method to evalu...
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Article
A photogrammetric method for laboratory-scale investigation on 3D landslide dam topography
Topography is a crucial characteristic reflecting the stability status of a landslide dam. The methods for measuring landslide dam topography in a laboratory-scale test study are currently operator dependent, ...
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Article
Experimental investigation on the formation process of landslide dams and a criterion of river blockage
River blocking caused by landslide dams is a common geological disaster in mountainous regions worldwide, threatening the safety of human lives and infrastructure. However, studies on the formation process of ...
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Article
A low complexity detection method for video data discontinuity implemented on SoC-FPGA by using pixel location prediction scheme
Image/video processing in real-time is always in high demand for the quality of video. There are several factors which cause the loss of the video content, such as the type of transmission, missing data and es...
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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
Strength behavior of slip-zone soils of landslide subject to the change of water content
Landslides are the major natural hazards in many countries all over the world and are usually caused by heavy rainfall, water level change of reservoir, excavation, earthquake, etc. Whether the landslide occur...
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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...
