INVESTIGATION OF SOIL-STRUCTURE INTERACTION: FLEXIBLE CULVERT PIPES

THE DESIGN OF FLEXIBLE CULVERTS TO MEET THE REQUIREMENTS OF DEFLECTION AND BUCKLING STRENGTH IS CONSIDERED. THE INVESTIGATION INCLUDES A STUDY OF THE STRESS-STRAIN PROPERTIES OF SOILS, AN ANALYSIS BY THE FINITE ELEMENT METHOD THAT ACCOUNTS FOR THE MAJOR FEATURES OF THE STRESS-STRAIN PROPERTIES AND A REVIEW OF BUCKLING THEORIES. /NTIS/

  • Corporate Authors:

    Ohio State University, Columbus

    Engineering Experiment Station, 2070 Neil Avenue
    Columbus, OH  USA  43210
  • Authors:
    • Wu, T H
  • Publication Date: 1972-5

Media Info

  • Pagination: 75 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00204052
  • Record Type: Publication
  • Source Agency: Ohio Department of Transportation
  • Report/Paper Numbers: Final Rept
  • Files: TRIS, STATEDOT
  • Created Date: Mar 23 1974 12:00AM