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
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