FIELD: hydraulic structure building, for instance to reconstruct waterfront structures by increasing design depth at berth structure apron.
SUBSTANCE: method involves driving short bank formed as bottom sheet-pile row up to bottom ground surface in front of sheet piling; removing upper ground layer in front of sheet piling and filling the formed gap between bank and sheet piling with concrete. Before bank driving sheet piling is secured at design level of bank top arrangement with inclined ground anchors through distribution belts. Inclined anchor installation is performed by drilling platform installation in front of berth structure to be reconstructed.
EFFECT: reduced labor inputs and time of berth structure reconstruction, increased total stability of berth structure.
2 cl, 1 dwg
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Authors
Dates
2005-08-27—Published
2003-12-08—Filed