| contributor author | Swami Saran | |
| contributor author | V. K. Sud | |
| contributor author | S. C. Handa | |
| date accessioned | 2017-05-08T20:35:20Z | |
| date available | 2017-05-08T20:35:20Z | |
| date copyright | April 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9410%281989%29115%3A4%28553%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20451 | |
| description abstract | In this paper, analytical solutions have been developed for obtaining ultimate bearing capacity of footings adjacent to slopes using limit equilibrium and limit analysis approaches. One‐sided rupture failure on the side of slope was assumed and partial mobilization was considered on the side of flat ground. Results have been presented in the form of nondimensional parameters | |
| publisher | American Society of Civil Engineers | |
| title | Bearing Capacity of Footings Adjacent to Slopes | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1989)115:4(553) | |
| tree | Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 004 | |
| contenttype | Fulltext | |
