| contributor author | Hu Zhi-ping | |
| contributor author | Wang Rui | |
| contributor author | Xia Xiang-bo | |
| contributor author | Wang Xu | |
| contributor author | Chen Yue | |
| date accessioned | 2017-05-08T22:31:13Z | |
| date available | 2017-05-08T22:31:13Z | |
| date copyright | March 2015 | |
| date issued | 2015 | |
| identifier other | 48219980.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81951 | |
| description abstract | The analytical solution for the ultimate bearing capacity of a circular shallow foundation is studied. The characteristics of existing assumptions, the calculation method, and the yield criterion of the calculation method for the ultimate bearing capacity of a shallow circular foundation are examined. With the assumption that the global shearing deformation surface of the foundation obeys the sliding surface of Prandtl-Reissner’s classic theory, the destruction soil under the foundation is an indeformable rigid-plastic body, and the failure surface obeys the Mohr-Coulomb yield criterion. Based on the static equilibrium condition of the rigid-plastic body and considering the frictional resistance part | |
| publisher | American Society of Civil Engineers | |
| title | Modifying the Formula of the Ultimate Bearing Capacity of a Shallow Circular Foundation | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 1 | |
| journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
| identifier doi | 10.1061/JHTRCQ.0000419 | |
| tree | Journal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 001 | |
| contenttype | Fulltext | |
