| contributor author | Wei Jin | |
| contributor author | Zhou Zhi-jun | |
| date accessioned | 2017-05-08T22:09:21Z | |
| date available | 2017-05-08T22:09:21Z | |
| date copyright | June 2014 | |
| date issued | 2014 | |
| identifier other | 35244557.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72469 | |
| description abstract | This study derives the equation for the bearing capacity of shallow circular foundation on the basis of the upper bound theorem of limit analysis method. The equation is derived by considering the work of soil weight and by assuming that the foundation failure mode obeys Prandtl sliding mechanism, which consists of | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Ultimate Bearing Capacity of Shallow Circular Foundation | |
| type | Journal Paper | |
| journal volume | 8 | |
| journal issue | 2 | |
| journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
| identifier doi | 10.1061/JHTRCQ.0000375 | |
| tree | Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002 | |
| contenttype | Fulltext | |
