PRELOADING FOR HEAVY INDUSTRIAL INSTALLATIONS

HEAVY INDUSTRIAL INSTALLATIONS FOR A CEMENT PLANT WERE SUCCESSFULLY FOUNDED ON PRELOADED GROUND. PROJECT SITE IS COVERED WITH RECENT ALLUVIAL FORMATIONS CONTAINING ERRATIC DEPOSITS OF COMPRESSIBLE SILTS. REINFORCED CONCRETE STRUC- TURES WERE FOUNDED ON A PERMANENT COMPACTED GRAVELLY FILL, 5 METERS THICK, AFTER THE FILL HAD COME TO REST. CLINKER STORAGE WITH TUNNEL WAS FOUNDED DIRECTLY ON PRELOADED GROUND. RESULTS ARE PRESENTED OF BORINGS AND LABORATORY TESTS, DRIVING RECORDS, TIME SETTLEMENT CURVES FOR PRELOADING, AND PERFORMANCE OF STRUCTURES. /ASCE/

  • Supplemental Notes:
    • Vol 95, No SM6, PROC PAPER 6902, PP 1335-1355, 31 FIG,
  • Authors:
    • Kotzias, P C
    • Stamatopoulos, A C
  • Publication Date: 0

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00232761
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Feb 9 1970 12:00AM