
doi: 10.1139/t73-005
The previous theory of vertical uplift capacity of foundations has been extended to foundations under oblique loads. The analysis is compared with the results of model and some field tests on rigid anchors and piles in sand and clay. The influence of load inclination on the uplift resistance can be represented by an interaction relationship between the vertical and horizontal components of the ultimate load.
| selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 59 | |
| popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network. | Top 10% | |
| influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Top 10% | |
| impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Average |
