| contributor author | Doug Hughes | |
| contributor author | George E. Ramey | |
| contributor author | Mary L. Hughes | |
| date accessioned | 2017-05-08T21:22:57Z | |
| date available | 2017-05-08T21:22:57Z | |
| date copyright | May 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291084-0680%282007%2912%3A2%2896%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49259 | |
| description abstract | A common design/construction procedure for highway bridges that are over marshes, small creeks, and shallow bodies of water is to have the bridge superstructure supported on pile bents. During major flood events, the volume and velocity of flood waters can cause considerable scouring to occur at the bents. As the elastic buckling capacity and stability of these bents vary inversely with the square of the bent height, a scour of | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Extreme Scour and Soil Subgrade Modulus on Bridge Pile Bent Buckling | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 2 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)1084-0680(2007)12:2(96) | |
| tree | Practice Periodical on Structural Design and Construction:;2007:;Volume ( 012 ):;issue: 002 | |
| contenttype | Fulltext | |
