| contributor author | Richard M. Bennett | |
| contributor author | Scott M. Wood | |
| contributor author | Eric C. Drumm | |
| contributor author | N. Randy Rainwater | |
| date accessioned | 2017-05-08T21:25:24Z | |
| date available | 2017-05-08T21:25:24Z | |
| date copyright | November 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291084-0702%282005%2910%3A6%28643%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50868 | |
| description abstract | Vertical loads on concrete box culverts under high embankments are examined, where a high embankment is defined herein as one where the height of the fill above the culvert is greater than the width of the culvert. Results from an instrumented culvert are described, with results from pressure cells, strain gages in the wall, and strain gages in the roof showing reasonable agreement. There was strong correlation between the height of fill and the pressure and internal forces in the culvert, suggesting that the soil–structure interaction factor is independent of the | |
| publisher | American Society of Civil Engineers | |
| title | Vertical Loads on Concrete Box Culverts under High Embankments | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 6 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2005)10:6(643) | |
| tree | Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 006 | |
| contenttype | Fulltext | |
