RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION VII VOLUME 3: NEUTRAL POINT ANALYSIS USING FINITE ELEMENT AND OBSERVED TRACTIONS

Normal and tangential soil tractions acting on the external periphery of an 84-in (2134-mm), reinforced concrete pipe at Cross Canyon have been measured experimentally (see Section II) and derived by finite element analyses using: 1) a full mesh considering canyon wall boundary conditions and presence of a second pipe (see Section VII, Volume 1); and, 2) a greatly simplified, symmetrical, rectangular mesh with no second pipe (see Section VII, Volume 2). In this volume are discussed results of inputting to the neutral point analysis (see Section V, Volume 1) tractions derived from field measurements and from the two levels of finite element analysis. Various output parameters and maximum pipe stresses are compared among the three outputs for relative validity. (Author)

  • Supplemental Notes:
    • Work described herein was performed in conjunction with the research project entitled, Rigid Pipe Proof Testing Under Excess Overfills Using Varying Backfill Conditions in cooperation with the Federal Highway Administration.
  • Corporate Authors:

    California Department of Transportation

    Division of Structures Design, 1120 N Street
    Sacramento, CA  United States  95814

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Bamgboye, O
    • Carlson, E
    • Semans, F
    • Roschke, P
    • Davis, R E
    • Bacher, A E
  • Publication Date: 1983-4

Media Info

  • Features: Appendices; Figures; Tables;
  • Pagination: v.p.

Subject/Index Terms

Filing Info

  • Accession Number: 00393803
  • Record Type: Publication
  • Report/Paper Numbers: FHWA-CA-SD-83-03 Intrm Rpt.
  • Contract Numbers: D-4-133
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Jul 31 1985 12:00AM