OPTIMUM PRESTRESS, ANALYSIS, AND ULTIMATE STRENGTH DESIGN OF PRESTRESSED CONCRETE SHEET PILES

THIRTEEN RECOMMENDED CROSS-SECTIONS ARE PRESENTED FOR PRESTRESSED CONCRETE SHEET PILES, STANDARDS FOR SELECTING OPTIMUM PRESTRESS ARE ESTABLISHED, AND A DETAILED ANALYSIS IS MADE OF SHEET PILING WITH INTERIOR TRANSVERSE SUPPORTS TO MEET OPTIMUM CRITERIA. ULTIMATE STRENGTH DESIGN EQUATIONS ARE DEVELOPED FOR BOTH SYMMETRICAL AND ECCENTRIC PRESTRESSING. /PCIJ/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08879672
• Supplemental Notes:
  • Vol 16, No 3, PP 60-74, 5 FIG, 17 REF
• Authors:
  • Li, Shengbo Eben
  • Ramakrishnan, V
• Publication Date: 1971-5

Media Info

• Serial:
  • PRECAST/PRESTRESSED CONCRETE INSTITUTE. JOURNAL
  • Publisher: Precast/Prestressed Concrete Institute
  • ISSN: 0887-9672

Subject/Index Terms

• TRT Terms: Alternatives analysis; Costs; Cross sections; Design; Optimization; Prestressed concrete; Prestressing; Sheet piling; Structural design; Support piles; Ultimate load design
• Old TRIS Terms: Optimum design; Pile design; Prestressed concrete piles; Ultimate strength design
• Subject Areas: Bridges and other structures; Design; Finance; Highways;

Filing Info

• Accession Number: 00209509
• Record Type: Publication
• Files: TRIS
• Created Date: Sep 6 1971 12:00AM