Procedia Engineering· 2016
Research on the Uplift Bearing Capacity of Suction Caisson Foundation under Local Tensile Failure
- 17citations
- 2016year
Short summary
A quantitative calculation method for the uplift bearing capacity of suction caisson foundations under local tensile failure is proposed and initially validated by indoor tests.
AI-generated from the title and abstract; the full text is not read.
Key points
- A quantitative calculation method for uplift bearing capacity under local tensile failure is proposed.
- Indoor uplift tests were performed on single-bucket suction caisson models.
- Models varied in diameter and length-diameter ratio.
- Tests were conducted in wet sand.
- The proposed method's feasibility was initially proven by the test results.
AI-generated from the title and abstract; the full text is not read.
Abstract
The research on the uplift bearing capacity is one of the important issues worth concerning and solving. For this reason a lot of studies about this aspect have been done by many scholars, but there are still no wide spread engineering specifications on design and calculation of uplift bearing capacity for suction caisson foundation. The quantitative calculation method on the uplift bearing capacity of suction caisson foundation under local tensile failure is proposed by the author. And the indoor uplift tests are carried out on the single-bucket suction caisson foundation models with different diameters and length-diameter ratios in the wet sand, by which the feasibility of this method is initially proved.
The authors' abstract, as published at the source. Procedia Engineering, 2016 · DOI ↗
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Field: General Engineering
General EngineeringEngineering