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3D Displacement and Axial Load of Placed Riprap Supported at the Toe: Use of Structure from Motion
Publisher: ASCE
Abstract: Improving the knowledge of the failure mechanism of riprap exposed to overtopping is valuable to enhance the construction and reinforcement techniques of rockfill dam defense systems. In this research, four experimental ...
Evaluation of Parametric Breach Models from Prototype and Historical Embankment Dams under Overtopping Conditions
Publisher: ASCE
Abstract: The primary cause of embankment dam failure is the overtopping of the crest, making dam safety a crucial consideration due to the potential for catastrophic consequences. Dam safety regulations and guidelines are increasingly ...
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions
Publisher: American Society of Civil Engineers
Abstract: Rockfill dams are a common dam type, but breach development in these dams is not very well understood, particularly rockfill dams with placed or dumped riprap protections on the crest and downstream slope. In this paper, ...
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