Stability of Dolos and Tribar Overlays for Rehabilitation of Stone-armored Rubble-mound Breakwater and Jetty Trunks Subjected to Breaking Waves |
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Stability of Dolos and Tribar Overlays for Rehabilitation of Stone-Armored ... Robert D. Carver No preview available - 2018 |
Stability of Dolos and Tribar Overlays for Rehabilitation of Stone-Armored ... Robert D. Carver No preview available - 2018 |
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1V on 2H 1V-on-1.5H structure slope 1V-on-2H sea-side structure 1V-on-2H structure slope acceptable option Armor Overlays ARMOR TYPE DOLOS armor units Army Engineer Waterways attack of 1.37-sec breaking wave breakwater slope Breakwaters and Jetties Carver CERC Coastal Cover Layers CROWN SEA SIDE d/L and H/d d/L and higher dolos and tribar dolos armor downslope Engineer Waterways Experiment existing armor stone flume HQUSACE jetty trunks subjected minimum stability occurring pounds mass relative depth d/L relative wave height REMR SEA SIDE Photo sea-side structure slope Sea-side view SEC H SEC SEA SIDE SECURITY CLASSIFICATION sensitive to d/L stability coefficient stability test stone weight Stone-Armored Rubble-Mound Breakwater Subjected to Breaking Technical Report test results test sections TESTING SLOPE 1-1.5 TESTING SLOPE 1:2.0 tribar armor tribar overlays TRIBAR STABILITY TYPE DOLOS TRIBAR uniformly placed tribars values of d/L Vicksburg view after attack Waterways Experiment Station wave attack wave height H/d ZIP Code