| contributor author | Yang Minghui | |
| contributor author | Shan Huafeng | |
| contributor author | Zhao Minghua | |
| date accessioned | 2017-05-08T22:04:46Z | |
| date available | 2017-05-08T22:04:46Z | |
| date copyright | March 2012 | |
| date issued | 2012 | |
| identifier other | jhtrcq%2E0000086.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70633 | |
| description abstract | According to the structure and load characteristics of bridge double-pile foundation in high-steep transverse slope, the new model of piles-slope interaction and piles-soil interaction was established: The back pile beard thrust was simplified as slope sliding thrust and active earth pressure at critical sliding surface, lateral soil resistance of the double piles obeys the linear growth rule ( | |
| publisher | American Society of Civil Engineers | |
| title | Calculation Method of Bridge Double-pile Structure in High-steep Transverse Slope | |
| type | Journal Paper | |
| journal volume | 6 | |
| journal issue | 1 | |
| journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
| identifier doi | 10.1061/JHTRCQ.0000086 | |
| tree | Journal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 001 | |
| contenttype | Fulltext | |