Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in)
Proceedings of the 3rd Asian Regional Conference on Soil Mechanics and Foundation Engineering ; 1967
1967
4 pages
Aufsatz (Konferenz)
Englisch
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