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    3D Displacement and Axial Load of Placed Riprap Supported at the Toe: Use of Structure from Motion 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023058-1
    Author(s): Théo Dezert; Fjóla Guðrún Sigtryggsdóttir
    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 ...
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    Evaluation of Parametric Breach Models from Prototype and Historical Embankment Dams under Overtopping Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024015-1
    Author(s): Théo Dezert; Fjóla Guðrún Sigtryggsdóttir
    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 ...
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    Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024046-1
    Author(s): Théo Dezert; Geir Helge Kiplesund; Fjóla Guðrún Sigtryggsdóttir
    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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