• DocumentCode
    537064
  • Title

    Load Reduction Test and EPS Slab Design Method for Culvert under High-Fill Embankment

  • Author

    Cao, Zhouyang ; Wang, Xiaomou

  • Author_Institution
    Highway Coll., Chang´´an Univ., Xi´´an, China
  • fYear
    2010
  • fDate
    7-9 Nov. 2010
  • Firstpage
    1
  • Lastpage
    5
  • Abstract
    In order to solve the culvert structure large size,high cost and long construction time and culverts cracking problem and so on by the high filling culvert excessive earth pressure caused,a new load reduction test in site using different thicknesses and widths of EPS on the top and lateral slab culvert is done,The test results shows that: EPS slab can reduce vertical and lateral soil pressure acted on culvert obviously, the thicker the EPS board,the greater the deformation of EPS board,but the strain is smaller,earth pressure decreased considerably,load-reducing significantly on the top and lateral slab culvert,and axial direction on the top of culvert vertical soil pressure is more evenly;According to this trial and previous trials,through the culvert fill soil height with density and thickness of the EPS boards correlation has been established EPS board thickness and density of the formula, and verify the feasibility of the formula,perfected design method on the load reduction of the culvert.
  • Keywords
    cracks; fracture; geotechnical engineering; slabs; soil; EPS board correlation; EPS board density; EPS board thickness; EPS slab design method; axial direction; cracking problem; culvert fill soil height; culvert vertical soil pressure; earth pressure; high-fill embankment; lateral slab culvert structure; load reduction test; Design methodology; Earth; Force; Slabs; Soil; Soil measurements; Strain;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
  • Conference_Location
    Henan
  • Print_ISBN
    978-1-4244-7159-1
  • Type

    conf

  • DOI
    10.1109/ICEEE.2010.5660939
  • Filename
    5660939