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Journal article

ONE-DIMENSIONAL ANALYSIS OF SOIL PLUGS IN PIPE PILES

Abstract:

Under static loading in compression, open-ended piles may fail in a plugged mode, with the soil plug moving with the pile, or in an unplugged mode, with shear failure occurring between the soil plug and the pile shaft. It may be shown that, under drained loading conditions, the former mode of failure will generally occur, because arching action within the pipe pile leads to high frictional capacity of the plug. However, under faster rates of loading relevant to the offshore environment, the i...

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Publication status:
Published

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Publisher copy:
10.1680/geot.1991.41.4.587

Authors


Journal:
GEOTECHNIQUE
Volume:
41
Issue:
4
Pages:
587-598
Publication date:
1991-12-05
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
URN:
uuid:8aaaf7f5-0ae0-4e54-926e-70c7224782b1
Source identifiers:
61692
Local pid:
pubs:61692

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