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Ultimate bearing capacity of pipe piles in sand
Model tests on single open-end pipe piles with varying diameter in loose sand were carried out, and their ultimate bearing capacity was compared with that of closed-end piles; two bearing capacities were found to be about the same; changes in sand properties due to pile penetration were studied inside and outside piles; results, confirmed by full-scale tests, are analyzed by extended theory of foundation bearing capacity.
Ultimate bearing capacity of pipe piles in sand
Model tests on single open-end pipe piles with varying diameter in loose sand were carried out, and their ultimate bearing capacity was compared with that of closed-end piles; two bearing capacities were found to be about the same; changes in sand properties due to pile penetration were studied inside and outside piles; results, confirmed by full-scale tests, are analyzed by extended theory of foundation bearing capacity.
Ultimate bearing capacity of pipe piles in sand
Asian Regional Conference
Kishida, H. (author)
Proceedings of the 3rd Asian Regional Conference on Soil Mechanics and Foundation Engineering ; 1967
1967
4 pages
Conference paper
English
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