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- W2364251151 abstract "To clarify the similarities and differences of properties of uplift and compression piles,the mobilizations of skin friction and tip resistance were analyzed based on destructive filed tests on two uplift piles and two compression piles.The destructive field test results showed that under a destructive load,there was a softening relationship between pile tip displacement and load.The average limit skin frictions of the uplift piles were about 0.373 to 0.763 times those of the compression piles,and larger values were found in deep soils.The skin friction degradation along the pile depth was observed.The failure ratio of skin friction was from 0.87 to 0.97 and 0.83 to 0.94 for the uplift and compression piles,respectively.The relative pile-soil displacements for fully mobilizing the skin frictions in different soils were 0.6% to 1.5% and 0.9% to 2.0% of pile diameter for the uplift and compression piles,respectively." @default.
- W2364251151 created "2016-06-24" @default.
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- W2364251151 date "2013-01-01" @default.
- W2364251151 modified "2023-09-23" @default.
- W2364251151 title "Destructive Field Test on Properties of Uplift and Compression Piles" @default.
- W2364251151 hasPublicationYear "2013" @default.
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