| contributor author | V. V. R. N. Sastry | |
| contributor author | G. G. Meyerhof | |
| date accessioned | 2017-05-08T20:34:38Z | |
| date available | 2017-05-08T20:34:38Z | |
| date copyright | May 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9410%281987%29113%3A5%28524%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20086 | |
| description abstract | Surface strip footings subjected to central load inclined in the direction of footing length are investigated. Model tests are carried out on saturated clay of medium plasticity using 25.4-mm wide strip footing under load inclindations of 0°, 10°, 15°, 30°, and 45° with the vertical. The computed inclincation factors are found to be larger than the conventional inclincation factors obtained for load inclinations in the direction of footing width. A similar trend is also observed in the case of strip footings in sand on analyzing the available test results. | |
| publisher | American Society of Civil Engineers | |
| title | Inclination Factors for Strip Footings | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1987)113:5(524) | |
| tree | Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005 | |
| contenttype | Fulltext | |
