| contributor author | George G. Meyerhof | |
| contributor author | A. Sahap Yalcin | |
| contributor author | Surendra K. Mathur | |
| date accessioned | 2017-05-08T22:17:10Z | |
| date available | 2017-05-08T22:17:10Z | |
| date copyright | March 1983 | |
| date issued | 1983 | |
| identifier other | 40096140.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/76250 | |
| description abstract | The ultimate bearing capacity of rigid piles and pile groups in sand has been determined under various combinations of eccentricity and inclination of the load varying from the vertical to horizontal directions. The results of load tests on single model piles and free‐standing groups are compared with theoretical estimates. The influence of eccentricity and inclination of the load on the bearing capacity can be represented by simple interaction relationships between the ultimate loads and moments and between the axial and normal components of the ultimate load. The effect of a pile cap resting on the soil in piled foundations is examined on the basis of previous theory and model test results. | |
| publisher | American Society of Civil Engineers | |
| title | Ultimate Pile Capacity for Eccentric Inclined Load | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1983)109:3(408) | |
| tree | Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 003 | |
| contenttype | Fulltext | |
