Optical Flow Analysis of Internal Erosion and Soil Piping in Images Captured by the VisCPT
Publication: Tunneling and Underground Construction
Abstract
Internal erosion and soil piping are caused by the migration of fine soil particles through a skeleton of coarse grains or by progressive mass movement of soil grains under the tractive forces produced by concentrated subsurface flow, which may lead to the failure of dams and levees. The ability of the Vision Cone Penetrometer (VisCPT) to record internal erosion and soil piping in the laboratory and in-situ has previously been reported. The present paper focuses on developing a video-processing algorithm to quantify the soil particle motions. An optical flow technique is adopted to compute particle migration velocity fields. This makes it feasible to detect, track and quantify the movement of soil particles by the VisCPT. The research defines the eroded area percentage (EAP) and the sum of the absolute velocities of mobilized fine soil particles (SAV) which may eventually be used to quantify soil erosion and piping susceptibility.
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Copyright
© 2014 American Society of Civil Engineers.
History
Published online: May 22, 2014
ASCE Technical Topics:
- Aerodynamics
- Analysis (by type)
- Coarse-grained soils
- Continuum mechanics
- Dam failures
- Disaster risk management
- Disasters and hazards
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Erosion
- Failure analysis
- Failures (by type)
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid mechanics
- Geology
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Man-made disasters
- Materials engineering
- Particle velocity
- Particles
- Piping erosion
- Soil analysis
- Soil mechanics
- Soil properties
- Soils (by type)
- Solid mechanics
- Subsurface flow
- Water and water resources
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