Pier 400 Phase II, Port of Los Angeles

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Pier 400 Phase II, Port of Los Angeles

February 2003 at Los Angeles
Prevent Liquefaction of fill under container cranes. Achieve CPT tip resistance of over 18 MPa in compactable layers. Digital QC data output from rig, showing Depth (red), Amperage (middle) and Gravel Batch placement (step curve on right)
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Prevent Liquefaction of fill under container cranes. Achieve CPT tip resistance of over 18 MPa in compactable layers. Digital QC data output from rig, showing Depth (red), Amperage (middle) and Gravel Batch placement (step curve on right)

Method Applied

Bottom Feed Stone Columns

Average Depth

15 m