CONDITION OF LARGE CAISSONS DURING CONSTRUCTION

NEW YORK CITYS NARROWS BRIDGE PIER FOUNDATION CONSISTED OF A MASSIVE CONCRETE CAISSON WITH OPEN WELLS FOR DREDGING. PLACEMENT WAS BY OPEN DREDGE METHOD. BOTH TOWER PIERS ARE EMBEDDED IN GLACIAL SAND. THE BROOKLYN TOWER PIER IS FOUNDED 170 FT. BELOW SEA LEVEL ON SILTY CLAY. THE STATEN ISLAND PIER IS FOUNDED AT MINUS 105 FT. ON TRANSITION OF MORAINAL DEPOSIT. DURING THE CONSTRUCTION, THE DRIVING FORCE FOR SEATING THE CAISSON WAS GAINED BY REMOVING THE SUPPORTING SOILS AT THE BOTTOM. AT ANY STAGE OF THE SINKING, THE EFFECTIVE WEIGHT OF A CAISSON SHOULD EXCEED THE ANTICIPATED RESISTANCE, WHICH CONSISTS OF THE SKIN FRICTION ON CAISSON SURFACE AS WELL AS THE BEARING RESISTANCE OF SOILS AT THE CUTTING EDGE. THE THEORETICAL METHODS FOR DETERMINING SUCH RESISTANCE ON THE BASIS OF SOIL TESTS ARE NOT OFTEN RELIABLE AND EXPERIENCES OF INDIVIDUAL ENGINEERS ARE WIDELY DIVERSIFIED. A REVIEW OF THE ACTUAL MECHANICS OF SINKING A CAISSON IS MADE.

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  • Authors:
    • Yang, Nai C
  • Publication Date: 1965

Media Info

  • Media Type: Digital/other
  • Features: Figures; References; Tables;
  • Pagination: pp 68-84
  • Monograph Title: Soil stresses; Foundation settlement; Caisson Stability
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00214407
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Mar 9 1994 12:00AM