Response of Sandy Bluffs to Random Wave Actions
Publication: Geo-Congress 2024
ABSTRACT
This study investigates the recession of sandy coastal bluffs under random waves and changing water levels. A laboratory flume experiment was conducted in the wave flume at Stony Brook University using a sandy beach-bluff model subjected to waves and fluctuating surges. A laser-camera system monitored bluff profile evolution. Results showed rapid toe erosion and undercutting leading to major slope failures. Repeated wave impacts generated pore pressures, while toe erosion increased shear stresses, causing episodic collapses. Elevated pore pressures and lowered matric suction from wave run-up, and rising surges reduced stability. However, progressive toe erosion by waves was the most critical factor. The laser-camera technique effectively captured profile changes, revealing dynamics linking pore pressure fluctuations and bluff erosion from intermittent wave impacts.
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Published online: Feb 22, 2024
ASCE Technical Topics:
- Channels (waterway)
- Continuum mechanics
- Dynamics (solid mechanics)
- Engineering mechanics
- Erosion
- Fluid mechanics
- Flumes
- Geology
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Hydrologic engineering
- Pore pressure
- Pressure (type)
- Random waves
- Sea water
- Shear stress
- Solid mechanics
- Stress (by type)
- Structural analysis
- Structural engineering
- Water (by type)
- Water and water resources
- Water management
- Water waves
- Waterways
- Wave action
- Waves (fluid mechanics)
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