| contributor author | Jyant | |
| contributor author | Kumar | |
| contributor author | Debarghya | |
| contributor author | Chakraborty | |
| date accessioned | 2017-05-08T21:45:37Z | |
| date available | 2017-05-08T21:45:37Z | |
| date copyright | October 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000257.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61645 | |
| description abstract | The ultimate bearing capacity of strip foundations in the presence of inclined groundwater flow, considering both upward and downward flow directions, has been determined by using the lower bound finite-element limit analysis. A numerical solution has been generated for both smooth and rough footings placed on frictional soils. A correction factor ( | |
| publisher | American Society of Civil Engineers | |
| title | Bearing Capacity of Foundations with Inclined Groundwater Seepage | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000241 | |
| tree | International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005 | |
| contenttype | Fulltext | |
