Failure of the Downstream Shoulder of Rockfill Dams Due to Overtopping or Throughflow New paper on the failure of rockfill dams due to overtopping or throughflow, summarizing an extensive laboratory…
About Ricardo Monteiro-Alves
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A procedure to design toe protections for rockfill dams against extreme through-flows This article presents a procedure for designing rockfill toe protections with a highly…
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DIABLO Project (RTC-2014-2081-5): Wedge-shaped blocks protections Wedge-shaped blocks (WSB) (Figure 1) are attracting increasing attention as protection against overtopping for earth and rock-fill dams, and…
About Javier San Mauro
Javier San Mauro received the Degree on Civil Engineering from the Technical University of Madrid, specializing in Hydraulics and Energy. He is working for the International Center for Numerical Methods in Engineering (CIMNE) since October 2011.
XPRES Project (BIA2007-68120-C03-02): Failure of rockfill dams Introduction Nowadays, the new hydrological guidelines lead to design flows substantially higher than those used in the past…
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